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Home My WebLink About35869 Morse Willow CtT. a-- 99 e 0 -9-5 99 U" '�AMDEN FOR: ,� pmpt�rC°�N �EVArr_rN� prY w©�Ks�pts taro+°rNG0E, CODES fpR1° �RrC P ��NILl�S Np,'TrONA Uc 7F . MAY 0 4 2021 • • R HOR110N REVIEW DATE -.......A CITY C)17 - 0 12602 TELECOM E>FRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ILOIDDA BUBMW CODB, tom. I;NlGt, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ng BDtflON `ypBO) -AIL LOCAL AND S7A7S CC= -OCCUPANCY - REMENTTAL, GROUP R3 -CONSTRUCTION TYPE - VB -MDT. IIi77TR[OR FINISH - CLASS B -BASIC WIND SPEED - VBR=150 MPH VBsd=116 MPH 1OSURE - B -I-STORY RESIDENCE — .2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND STATE CODES A/C ADC. ALT. HH CAB. CLO. CLR CONIC. CPT. C.T. D. DBL Da. DIM DISP. DP. Ds. DTL. D.W. ACONDITIONING AM DJUSTA THE ALTERNATE � LI � CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIMENSION DISPOSAL. DEEP DOWNSPOUT DETAIL DISHWASHER M.C. MFR. M � N.TS O.C. PL P.B. PH PLr. PLYWD. PT. R. BAD. REF. RRM. R.O. S C. S.D. LUMINOUS MEDICINE CABINET MANUFACTURER MEMINHOLD METAL NOT TO SCALE ON CENTER PROPERTYUNE PUSH BUTTON PHONE PLATE PLYWOOD PPRREESSURETREATED RISER RADIUS REFRIGER TORILL BROOM ROUGH OPENING smmcoREEXTDB SMOKE DETECTOR Ae CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 06fAA ADDED 150-C ENGINEERING PG G -COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2F-FRONT AND REAR ELEVATION "F" PG A3F-LEFT AND RIGHT ELEVATION "F" PG El —ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS 0112511% ADDED OPTIONAL PENDENT LIGHTING AT KITC44EN 01R5AS FIXED DIMENSIONS FOR STUDY AND DINING ROOM 02 REVISE SGFT C.ALCS IOM/15 UPDATED LED LKa41TS PER DR NORTCN IO/30/19 UPDATED LED DETAIL BUBBLES PER OR HORTON 11/00M ADDED FOUNDATION ON GARAGE BEARING WALL 02A09,W UPDATED SIMPSGN CONNECTORS I.L.O. USP 0/9& 0 ADDED 150-D ENGWNEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: R' ITT. CALL.-S �ryOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATION $ BEGAN ADDING ELEVATION INTO LOT REQUESTS AND MASTER SENT ROOF PACKAGE TO TRUSS ENGB�ER FOR TRUSSES 3/9/20 ADDED FRONT ELEVATION F' PER DRWORTON ROLAND A. ABOUCHACRA AR No. 93723 IST FLOOR LIVING 2036' $a. FT. GARAGE Ereo. SFT. 65 �' COVERED LANAI IW Sa FT. EA. ELEV. EQ. EXH EXT. FG/FX. F.G. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS S.H. SHT. SHTFIG. SHWR SAS SL. SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 1/14/20 CHANGED ROOM NAMES PER D.R. HORTON 01/2,%i1 REDLINE CHANGES FROM ENG FOR 2020 CODE CHANGE 01/2-1/21 REPATHED XREFS FOR THE 2020 FBC A.B. DESIGN GROUP, LLC. TOTAL 3,113 5Q FT. FFLF_ OOR STD. STANDARSLIDING DS 1441 NORTH RONALD REAGAN BLVD. FLUOR FLUORESCENT SWS SHEAR WAIL SECTION LONGWOOD, FLORIDA 32750 FIG DL FOOTING°ODR TEMP. GLASS Tel: (407) 774-6078 GA, GAR DISP. GAUGE GARBAGE DISPOSAL O C. TTOPCOFCURB Fax: (407) 774-4078 G.F.I. OL. INTERRUFPRrCIRCUIT GLASS P. TYP TOP OOFFsAB TYPICAL STRUCTURAL SHEET # DESCRIPTION GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.B. tic. HDR HOSE BIB HOLLOW CORE HEADER V P. W. OTHERWISE VAPOR PROOF WASIIDt PG S1—FOUNDATION PLAN PG S1.lA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL [JABBJTY FOR OF THE CONTRACT DOCUMENTS. HOT. OR Hf INSUL. INT. HEIGHT INSULATION INTERIOR W/ WD. WDW. WIHINTERPRETATION W.I. WITH WOOD WATER WINDOW WROUGHT PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS 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 PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG SD -SOFFIT DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN W RrrrEN/DRAWN FORMS IN A TDINLY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBBITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE HEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSIRUCITON BASED ON THE DRAWING SET. INCNITECTS 6 Grout 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774Ii078 FAX: 407-7744078 w Abdesiglgoup.eom AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX:813886-2802 BIIIIIIIII BUDDIIV. Jk LOT: SILVERAD0 LOT# 1 BLK 16 PROdECTA4 03719.000-01161 MODEILc 2795-CAMDEN GARAGE OWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSTTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SWILL HAVE NO OPENINGS INFO 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 ROOD ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLINIBYNG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH W 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 FBGR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. ECEIVOR WALL COVERNG8 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIN HES 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, IT THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM C926.18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACGESORIES PER ASTML-1063.198 & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -19a AND R703.7. 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/? GYPSUM BOARD. R302.7. EXTERIOR CES EMS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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. EXTERIOR 801FFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A S C N I T E C T S 6 GrouoL� 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 j FAX: 407-7744078 l www.abdesigWoup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 8134MS-2628 FAX: 813-886-2802 �va000. SU13DIV. de LOT SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODEL 2795-CAMDEN GARAGE STUNG: RIGHT PAGE: GENERAL NOTES 150 EXP. B ? 03/24/21 I3 ALE: 1/4"=1'-0" SI;E CT GN 1 Na��71 - IF =11 oilo oINNNNNNo�� oINNNNNNI'oINNNNNN'o 0 0 o!INNNNNNI�o O r _ a EGiRESS EGRESS SO / 0' J I ------------------- •� � i BEDROOMi i 0TO4-1 - z � � o7NNNUNNNI'ollo - - '-`�iii�+olo�JNli�lo o ------------------- ---- 1 • � . iGREAS'9 C _ 1/ �ILJJjJ I - - f I'= TEMP - o e- GLASS DOM - o _ __ _ �. ROOMBEDROOM DMG �I TO - - To o - � I - S o i 0 IN Aill.Tl��q i i BMWO - O . m O CM TO - O Uv 4X4 PT POST I,W o'INNNNIIo oINNNNO�1i2�,.n' �Ii1;lillill� SQ.FP. CALL. S IST FLOOR LNWs 2036 Sa FT. GARAGE 615 Sa FT. ENTRY 65 Sa FT. COVERED LANAI I93 Sa FT. TOTAL 3,113 SO- FT. INNNNNNNNNNNI fI39�li�7LA5! 001lOIBR ND OLIIODINI MD LOA9a east rrn eFfleuE IxN a aeoau Gu1Ie Sam 1101E S IIN W IM R31M19 MIN. WINDOW 10 5 243/-325 CRITERIA EXTERIOR SWING 18 5 23.4/-30.1 DR MIN. CRITERIA &3D. MIN. 41 5 22.V-41ID CRITERIA 16010 OJ4D. 112 5 205/44.9 BASIC MIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = 1 0.18 BLDG. CAT.=II. EXP.=B, MEAN ROOF HT. = 14'-9' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OgMpLOA75 SWIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP MATERIAL TO PLANVARIES CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX BAR REIrFORCMG AT ENDS OF PARTITION ARIE IGTCkIEM BASE Q1 BRA.CKETS AS WALLINET CAB2'X&'X35-V4' NECESSARY. m LOW WALL = 2'X6' STUDS • 16, O.C. DRYWALL ATYP. CABINET SECTION SCALE: NTS II FLOOR PLAN NOTES II - ALL DREN610N6 ARE FROI'1 FACE OF T %' BLOCK WALL (OR EDGE OP FLOOR SLAB) TO FACE OF WALL STUD UND. - ALL NTEIRXM (WILLS APE 3 V U X0. DRYER Yglhl D TFIaM7 ROOF (VTR), NOT 6CI IEE ED. - AI! C.OYIPPE880R SET ON 44X44' POURED COW— PAD. PAD BEGINS 6' FROM EDGE OF STNICTUIE. - SEE SHEET ON FOR GENERAL AND STANDARD BUILDING NOTE& - ALL HABITABLE IWC1'B TO NAVE APC FAULT CIRCUIT NTERTarrER - ALL RLLL NERSW BLOCK WALLS BETIE@I FILLED CELLS WITHOUT OPENMJW ARE SHEAR WALLS. FLOOR PLAN SCALE: 1/4' . I'-0' v e� VARIES 0 OPENING DTL. B SCALE: V2 . I'-0' A N 9 N I T N C T N 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngToup.c AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. surcEsooa TAMPA, FLORIDA 33634 PH: 813-SBS-2628 FAX: 813888-2902 BIIIIIIIII EiUHDI1t. & LOT. SILVERADO LOT# 1 BLK# 16 PROJECTip 03719.000-01161 1[ODEL• 2795—CAMDEN GARAGE 911MG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B ./-20'-1' BLDG. NGT. 64IMGLE ROOF— 6' LAP SIDMKs TYP V-4' BR.. W.T. - IB'X60'� DECORATIVE SHUTTER FOAM — CAP STONE — VENEER -- 9'-4' BRCS. W.T. 0'' FIN. FLR 0'-B G-0D -- BANDMKs FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHNG AS PER FISM R103A 6TONE VEER TO W INSTALLED PER MANFACTURER'6 SPECRCATRO REAR ELEVATION TEXTURED FINISH % OF ATTIC FREEVENTILATION AREA REQUIRED UIRED VENTILATION AREA NTILATION AREA X SQ. INCHES PER FT. (144) N. REQUIRED VENTILATION UPPER PORTION OF ATTIC RIDGE VENTILATION AREA = 3972 SQ. FT, 1/ 300 = 3972 /300 1.3.24 1906.56 SQ. IN. .5 X 1906.56 953.28 SQ. IN. = 115 Sa IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL# OFVENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERINIITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) �'1 _ 9'-4' BFW.. HGT. r B J F CAP VENEER 0'-O' FIN. FLR 0'-8 G DE CMIN.) 4' BRG. WT. 0'-0' FIK FLR 0'-S GRAD CMN.) — — — — — — — — — — — — — — — — — — — — — — — — — — — — --\ ISIMF'SON STRAP PER DRAWW3 I PRE-TF I --� BRG. HCs I I v I I I I LINTEL - TYP. I I I I CORBEL SEE DETAIL B/A2F I � I I I6' x 16' 861 9 I COLUMN I I I I I I I I I I0'-O' I I FIN. FLR I -----------------------------,, COLUMN DTL. A \11SCAL la' • I' - - - - - - - - - - - - - - - - \I Q.ORBEL 4 TRIM i FOAM I CORBEL S I I r 2' ROWD r I d' TRIM (VERIFY IN FIELD) u SIDE VIEW FRONT VIEW i L DTL. 02crE-�A- 1.4 A R C N I T R C T N Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2628 FAX: 813-886-2802 STJEIDIV. de LOT SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODzu 2795-CAMDEN GARAGE 81WING: RIGHT PAGE: FRONT & REAR ELEVATION "F" 150 MPH EXP. B 9'-4' BR's. W.T. 0'-0' FIN. FLR 9'-4' BR'.. HGT.eo FOAM CAP — 0'-0' FIN. FLR 0'-8' GRADE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT FF-1 :1 L-11 1:1 El --------------------------------- ------ -------------- LEFT ELEVATION TEXTURED FINISH 6TONE VENM TO DE RISTALLED IMP MANUFACTU PE" EPECMAM0 OFF RIDGE VENT OFF RIDGE vEWT OFF RIDGE VENT OFF RIDGE VENT 5 El I Ll El F-1 ----------------------------------------- ---------------- RIGHT ELEVATION TEXTURED FINISH BTGNE VQEER TO SII IPWAL = P!R MAMJ�ACTIAlEI!'b aPEG19GAT1ON6 ,y9'-4' BRG. HGT. FIN. 9'-4' BRG. W.T. A N O N I T E 9 T i 6 Groin 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-174-6078 FAX 407-774-4078 www.abdesipgroup.com AA S: 0003325 IF DRAFTING BY: - A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 OIIIIIIIIII SUDDIV. & LrOT SILVERADO LOT# 1 BLK 16 PROJECT/ 03719.000-01161 MODEIa 2795-CAMDEN GARAGE SIFMG: RIGHT PAGE: LEFT & RIGHT ELEVATION "F" 150 MPH EXP. B 04 DATE: racaaM 03/24/21 SCALE: 1/4'=1'—O' SHEET A3F ELECTRICAL LEGEND SYM. DESCRIPTION rp ARD SWITCH -4 BUTCH 4 V_WASWITCH 49 R SWITCH HSBUTTON ECT STAT ItE RECEPTACLE (125v/20-AMP POLE) LEX RECEPTACLE LEX RECEPTACLE(E6UIPPED OUND FAULT TER(TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) =It- EXTERIOR WATERPROOF)GFI RECEPTACLE (CW.CUND FAULT NTERUPTER) 10v 6UADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CONNECTOR) -0 DICATED RECEPTACLE L—tALL MOUNTED LICsHT ILING MOUNTED 1_4"T ANT LIGHT OOD LIGHT L SCCNCE PRE -WIRE FAN WITH LKaHT (I CFM PER SQ FTJ 89B BULB LIGHT FIXTURE ULB L*44T FIXTURE ULB LIGHT FIXTURE MCQM�Ml TRACK LKsHTING C L*WT WITH PULL CHAIN ER CABINET LKsHT FLUORESCENT UGI4T (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE ) k4' FLUORESCENT LKsHT (RECESSED) IS O CE66 LIGHT • CE66 LIGHT (VAPOR PROOF) (LING MOUNTED L*W WITH J-BOX .PAN LEGTRICAL PANEL (FIELD VERIFY OGATION) CAL METER (FIELD VERIFY 10 -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (I CFM PER Sa FT.) JACK b OKE DETECTOR (WALL MOUNTED) Oe DETECTOR (CEILING MOUNTED) ®MO N OX ID TEG I ING ) I1E8 ® ER P OUTLET FOR GARACxE TV JACK " E PORT • L TION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ith EDITION (2020) 4 NEC 210)2 20n EDIT1OK • 20 AMP DEDICATED LAUNDRY CIRCUIT. • WI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNW4SI•IER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO 14AVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIW3 FBCR Ith EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF POOR Ith ED e20W), • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND T51L OF LIG4ITING MUST BE Gn1Fo%Y EFFICIENT TYPE PER FlSL. ENE1113Y CONSERVATION (RESIDENTIAL ENER'sY EFFICIENCY) 2A720. lth i COVERED LANAI j PRE -WIRED CLG FAN I I I L 1 / I 1 I I I 1 — r— — — — — — — — — — — — — — — — — \- I I I I GREAT ROOM i I r I I I I I I PRE -WIRED CLG FAN, I I I L— — — — — — — — — — — — — — — — CAFE OPT. 9FIXTU E 1\ 1 \� I �\ CL / SO/Co Ijr � ( DE °FICA r° M si 10 ��GFI II 1 � Q �e� L /DINING / � ROOM 1 M I I I I CLG FAN I / PRE -WIRE r I------------� BEDROOM 3 V PRE -WIRED CLG FAN BEDROOM _L ELECTRICAL PLAN SCALE. 1/4' • i'-®• IF I — LAUNDRY j BEDROOM 1 j I I I I I I I I I/ I I / PIQE-WIRED � CLG FAN I I OSD. 1fl. ifT T MULTI—GEN BEDROOM \ I i _ I I I I � � PRE -WIRED � CLG FAUN! rltil - r ®SD/CO �\ MULTI—GEN SUITE jOa'ii I I I b I - I I � I I I PRE -WIRED I CLG FAN I- -------------- J GFI • 44' / I li AFF. / r BOLLARD / 1 WI • 44' AFF. A9 REGT. E LDG. � / I WALL MOUNTED LIGHT WISUTC 4 IN / I ATTIC / I / 3—CAR I / I GARAGE I I -� �� 1 �p \ CLG. I OUTLET► CLG. GFI OUTLET \ \ FOR OPT. 1 FOR OPT. \GARAGE DOOR( GARAGE DOOR \\OPENER I OPENER P.B. FOR \ 1 GFl CHIMES \ ♦ I TLET \ OUTLET \. 1 --------tom \ \.! - \ / OPT. - - - - - - - - - OPT. COACH COACH LV44T L*WT I � I 1 ifD I• I �� LED LIGHTING LED LIGHTING ® DOUBLE LAV. C SINGLE LAV. BEDROOM 2 AND 3 BATH LAUNDRY ROOM BATH WP Panel MAIN -A PANEL: wi6 wp cit. beaker VOLTAGE: 120/Z40V-1PA MAIN: 150 Al M.C.e FEEDER. 3. O1 Ou TMHN& 1.#8 Cu (G) in i 1M C. OR 3#2/0 AL TMNN&1-I6 Cu(G)n 112'C. avw w4m IVIe WIM n2 , m I'Jwb OR A+G 1200 , 2 nz 2 m biptaon P"m S , e 4ee0 AAC DU.-1 M 2 10 PANEL A PANEL: 42 cit. Weaker VOLTAGE 120/240 V-1Ph MAIN: 150 Amp M.LO. FEEDER: 1 Lt Cu TMMN & 1- 48 Cu (G) In 1 1/2• C OR 3. #1D AL THNN & 1. E6 Cu (G) in 1 1/2• C. R" PON sM wNM Caaw CIroW wm Ewc Iw Pas wee e 12 m Ear 4 1500 , 2 M Rr fY 2 ! •12 ; m iill—//boa GFl 1MD a 1 4 n2 / m awea te00 6 e 4saD 4r_ 25 2 n0 e12 1 m I= 2 a a10 1 m ammsEagg.6ml I 9 10 I= GFl m + n e12 1 m Oak GN 120D 11 12 15m IRNlutktl OR m 1 012 n2 1 m I tYl W, AFq tm] 19 14 6000 D_ _ m 2 MD n4 t 15 fr•r Iw L li AFTA am 16 1a 17 1. 'm WdwrQi` m 1 n2 n4 1 to SDLtlO w la IS I= D•w OFI m 1 n *12 , M4QLAlB1wR I t 21 m 1mD e00 I u AFq SuNe AFC( tb 1 1 n4 __ 26 m 9D0 QMwYBeetoen AFC( 15 + e14 so.�t n m +mD ae..D OotrA �,..aR m + en n 90 taro I mcaamt _m , 1112 _ aA z a NCAM11 S KVAt1 B5% 51M 2 R H 40 42 -- - Late b8�,04mrc1kuWamlfM 16p0 Z1A10 led bdenutl Adv clkW.fwv/Aw Oda Icubt w ASSREVIATIONS: MCI: ARCFAIATGRLWT RRVER ND: NDILM DWLW M4 GPIXl11)FALKT RlfEMUPi9t TaNllae mtl4n.ar«la .1. ' FM+ •1 __ eth 4t40% ... 'w 19a10 T" AC l aea +nL b aAre LOAD MCLMAIRON IS EASED ON Alb NOWCOWADENT LOAD Tod Can•q•d late W4tl4 93DW Tala1 •rb/21D w.T G-1 Lighting & R...N Lbw ac zrss R•c a B3B5 1Hib 1 at MW M 1DD% 6 T 8450 LED LIGHTING @ SINGLE LAV. MULTI-GEN BEDROOM BATH 150 AMP ELECTRICAL RISER NOT TO SCALE GEaER:AL MOTES. A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROV1610N6 OF THE PRIOR IT14 EDITION (29*0) LOCAL CODES. AND ALL LOCAL POWER CO'1PANT FWGL llEME NTS. IL ALL CONDUCTORS SHALL BE TYPE TWIFN/THIN UNLESS METER NOTED OTHEFWNL FIELD VERIFY LOG FM1DIER GO1�•AWIY GRADE 60 AMP, 12dV240 VOLT, I P E 3 AL SERVICE. PROVIDE q -2/0 ALLE'IR411 (AL) N 2" DIA SC 41OL LE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COO$WNATE WITH THE ELECTRIC — COMPANY PRIOR TO 00. — - - - - - - - - - 4'-S. -61 I I O -------------- i - 1 1 LED LIGHTING @ DOUBLE LAV. BATH I PROVIDE 34/O CU, TwN . 1Y CU IN 2' CONDUIT ( L 4A6 ATHEN4 R& O4 IN 2' CONDUITL OR 2/0 AS (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHA COMBINATION SERVICE 60 AMP DMCONECT SWTCN AND EMM40 VC M ELECTRIC METER N I PHASE NIMA 3R 04CL08LIM pw PANEL Mcs 60A,/4P TELERIRL SEIeom SOURMIENT NTERSYST@1 OOLONG TERMINAL AT LOW VOLTAGE CONNECTIONS 14 CU SERVICE CROIDD CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE R5= IT14 EDITION (20202 SAY' DIA X • FT LCNC COPPER CLAD GROUO ROD Sarm I T E E T• 6 Groin 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesignOaup.rnm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE SOON TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 annnm BUHDIN. Qe LOT SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODEL 2795-CAMDEN GARAGE BrRNG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXF. B a""'m_r 03/24/21 DATE: BCALE: 1/4"=1'—O" 11!][iEET E1 a 145 I I I I I I I I I I I I I n I s I v I I I I I I I v_ r ------ -- -------- 22 _2 I - — — — — — 12'-6' I — — — — — — — — — 12'-11' — —I 0 I nI r - _ I I I I I �-- I I I III I I I 1 42'X I I 6®' I I III YY i i TUB I II A b O I D I I �I nl II I I 0 0l I I = I --- V 0n- � g 4--lb- 5�_ _______ -- I9I1II - - - - - - - 2 ------am REF." -PLUMB ur_ L r IIIIIIII -1aJ2 7LT �>- �=-: i IIIIIIII v I c% KITCHEN SINK IW L------ — — — — AUTO VENT 2' VTR 2' VTR 2' 1 11/2' 2 2' VTR 2 3. = 2 IR' 2VTR 11/2 2A5V18-. LAY 2'VR 1/2' 11221'-9' 2 /LAvL-T. 2TU 'SFNUR TUB 3 WC 1/2' 2 ROUW4 LAV "AV . 2' 3.2 2 IN Irz' A B _-- - - - - - - - - - - - - 3 3 2 2 3 weMG 2 SNWR D( 4 LAV SINK ® L J TOK Ij� MAINPLUMBING • RISER � cmut 2IIII 1'-II'3 '-6' 6'-II_��'rv- l 2 I � - HB z PLAN E I SALE: 14 I'-0'PLUMBING Grou�l� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 w .abdeel)pBr p mm AA #: 0003325 DRAFTING BY: LTANIPA, B. DESIGN GROUP DRAFTING INC. BEAUMONT CENTER BLVD. SURE 1004 FLOPoDA 93634 PH: 813886-2628 FAX: 91.3886-2802 leoee�. BUBDIV. ea L,OT SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODZU 2795-CAMDEN GARAGE 8TIMCk RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B m MECHANICAL PLAN SCALE: 1/4 . 1'-0' HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER. CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHA,L.15E GONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FSC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SWA i NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CH8'INEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $yALL. SE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1W EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO FBC IT14 EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND. SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH FSC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECN DBF BOOSTER FAN OR EQUAL. PANTEC44 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY AIR HANDLER EVAR TRAY SCORIATED NICKEL BRONZE FL. PL. I�c:_T U2 NOTE ALL HVAC TO HAVE PROPER PANS UY DRAMS EXTERIOR WALL AIR RETURN SUCTION AND LICIUID REFRIGERANT LINES LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRIAYK — BROKEN LIFE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO E CONC. W/ (2)-3/*W' TAPCONS CON�ITTNSER 591POON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB EXTERIOR WALL 43XI 114' SHT. MIL. SCREWS y 3/4' PVC CONDENSATE DRAM LINE y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION _M 1JA HVAC DRAINS FIN. FLOOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND, DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COINTER5UhI K CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CCNC. —�FITTMG OR EXTENSION TO FITTING OR SOIL OR WASTE AS REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K UOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/BPEC ob INV.E INv. SEE 817E PL SITE TE PLAN vFLOOR SLAB CLEAN -OUT (TY nEXT. GROUND CLEAN -OUT (TYPN ) A R C N I T R G T 8 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigigroup.com AA#:0003325 J IDESIGN NG BY: LTAMPA, GROUP NG INC. 54T CENTER BLVD. 1004 RIDA 33634 8&2628 886.2.2 �BIIIIIIIIIJ STJHDIV. & LOT: SILVERADO LOT# 1 BLK# 16 PROJECTIp 03719.000-01161 MODEL: 2795-CAMDEN GARAGE SKIING: RIGHT PAGE: MECHANICAL PLAN 150 MPH IV. B 01 �I J Dw 03/24/21 SCALE: 1/4"=1'—O" SHEET M1 2X4 TOP PLATE PRE-FAS TRUSS V2' a G. BOARD V2' DRYWALL —,— TVY' SECURE St. STUDS .24' PLATE TO SL.46 OG UV I0d MASONRY NAIL . 32' Cr- MAX FIN. PLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' OZ. TYP. INT. WALL NON-BRG. D� SCALE: 3/4'.P-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICIQ.ESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE 00 PRE-ENG TRUSS MIL. DRIP EDGE 2x FASCIA PER I -0 TMP' ELEVATIONS ON. VENTED SOFFIT I f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM 5< OR 1/2' NIGH STRENGTH CA -a BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' ENERGY CODE FORME ATION R-VALUES 'RENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R!EFERENGE STRUCTURAL bc2 P.T. FURRING - STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. 130 - U100D BASE — 0'-0- FIN. FLRJI, a n W/ WINDOW OPENING a FIBERGLASS SHBJGLES WITH UNDERLAYMENT AS PER FBCR 905.11 ROOF SHEATHING T14ICI04EGS AS PER SWEET SM. SECURED PER FASTENER SCHEDULE PRE-ENG TRUES MTL. DRIP EOGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }0'-0' FIN. RR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE l-IB IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. TYP. WALL SECTION j' NO OPENING NOTE: METHOD TO BE USED FOR THE (K)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE 1 WITH FBCR 905.1.1.1 OF THE FSCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. ..,. i.,4......1....1...X-MAI `0resaA0 DOOR AFPRwAL 11 M K:AL TR�x'. P DT OTIlRA eY MAP. FMTENW TO moon TRA= aML7Q7! av F1eoc= APPRWVAL Wa 2B GAS LINE THRU BLOCK aeAuu I 3 GARAGE DOOR JAMBS -.,— D1 SCALE: I1/2'•I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYI'ENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER F5CR 905.1.E AS PER FBCR 905J1 • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING CETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SWEET SNL SHEET SNL SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX—PIQE-ENG WD. TMSS AX 2x FASCIA PER ELEVATIONS O ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICIGIESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORME FOR THICIO�ESS AS PER FASTENER SC44EDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SWEET SNI PER ELEVATION FASTENER SGNFAULE PRE-ENGABLE TRUSS 5/S' GYP&1M BOARD OR 1/2' ON SHEET SNL G. HIGH STRENGTH CA.& BOARD PRE-ENG. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACWFENT AS PER MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL x2 P.T. FURRING STRIPS • 24' Or- 1/2' THICK 2 COAT 1`12' GYP. WL. 5D. PORTLANO CEMENT a, cm WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR 8' cm ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 a ITH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION � NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.P-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.I.LI OF THE FBCR 2020 -ITI4 EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04069 TYPE III OR TYPE IV UNDERLAYMENT. A N C N I T E C T S 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngmup.eom L AA 9: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZW2628 FAX 813406-2902 8173DIV. Uk LOT: SILVERADO LOT# 1 BLK# 16 PROJECTAI 03719.000-01161 MODEL.• 2795-CAMDEN GARAGE 61TWO: RIGHT PAGE: DETAILS 150 MPH W. B all rPxu.a 03/24/21 DATE. SCALE: 1/4"=l'-O" SKEET D1 mm 2X6 P.T. • CENTER OF DOOR HEADER 95CUED W (U 1647' X VJ-aOLT W/ W MR EMBEDMENT UV r X r X Ve' UASIER 4 NUT OR Wl (21 V2' X VANCHOR BOLTS UV M 4' N ammo mw W/ 2' X 2' X IA' WASHER 4 NIT' O�ea4GR�YmRir�— C r-SECURE 2.4 O FLAT TO MILK W(MASONRY NAILS. 2X6 GARAGE DOOR BUCK SEGUED W( (5) V2' X 8' J-BOLT OR ANGIOR ® DOLTS. W( 4' MN BIBEDI'EM, of 2- X 2' X V6' WASHER 4 MR. IV WITHN a' OF TOP. (O UTMN e' OF THE BTM. (3) EVENLY SPACED. ® 6 ®� IRr NOTES ALL ANCHORS SHALL BEN ACCORDANCE NTO S MANFACTUER'S INSTALLATION NSTNdiSN CNB WHERE SUCH RbTRIJCT10N6 ARE r'IOWE STRNGBM GARAGE DOOR t—l1BUCK ATTACHMENT 4' P.T. NAILER Cme• C i/Y a I DOOR DOOR Iz4 P.T. OR b/4 X4' MN SECURE TFRII FRAME 4 1 NOTE. 6HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4)MB DOOR JATO BLOCK +3/4" OR +5/4" /11IB'IDOW TO BLOCK +3/4" OR +5/4" Dm SECURE TO BLOCK SV 3A6' TAPCONS MNN GNAW SIZE J4b M MEAD SIZE JIM MN EMBEDMENT 1 V49 WTHN V OF EACM END 4 b' OL. MAX SPACING. 2X6, SECURE TO BLOCK IUK2) 3AW TAPCONS (MIN.6HAMK SIZE J45 MN LEAD SIZE 300 MN EMBODIMENT 1 1/4')') 8' cm WTMN 8. OF EACH END 4 W= MAX SPAC 140. V2' DRYWALL SECURE TO BLOCK P.T. NAILER W/(2) W*' TAPCONS DOOR Ca A a MN 6"K SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT 11149 WTHN S• OF EACH END 4 b' OG. MAX H DOOR JA E, OR WIDOW SPACING+. ATTACTO 2X PER MANUFACTURES DETAIL& NOTE, SIM M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" nTRND0IT TO BLACK +1 1/2 2X4. SECURE TO BLOCK LLV 3AW TAPCONS MN SHANK SIZE Job MN MEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHN 6' OF EACH END A b' O.G MAX SPACING. 2X6, NOTE, SIM M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" nTRND0IT TO BLACK +1 1/2 2X4. SECURE TO BLOCK LLV 3AW TAPCONS MN SHANK SIZE Job MN MEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHN 6' OF EACH END A b' O.G MAX SPACING. 2X6, SECURE TO BLOCK UV/2) 3M,' TAPCONS MN SMIANK SIZE Job MN HEAD SIZE JIM MN EMBEDMENT I LAW) WITHN W OF EACH END 6• GT71 4 b' OG. MAX 6PACNG. W• DRYWALL DXB, ❑ TO BLOOM GEOU® 3A I'X4 • W12) 3/16' TAPCGNS WK2) P.T. NAILER MN SMANC SIZE J4b lAW OA& X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 IF49 DOOR CASw. WITMN W OF EACH END 4 b' O.C. MAX 6PACNG. DOOR JAMB OR URIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 6HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" nLIIILDOII TO BLACK +1 15/18" 2X4, SECURE TO BLOCK dV 3AW TAPCONB MN 8HNK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT I V4•) WITL41N e' OF EACH ETD 4 b' Or— MAX 6PAC Q& NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NOWSTIWCTURAL UUK2) 3AW TAPCONS 3AW TAPCON MN 1-V4' MN GKANK SIZE Job EMBEDMENT NTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHN e' OF EACH END •' cm 4 W Or— MAX SPACNN& VJ' DRYWALL 2Xe, ❑ SECURE TO BLOCK WK2) 3A6' TAPOONS P.T. NAILER MN 6WAIC SIZE 34b DOOR CASING MN MEAD SIZE 3O0 MN BMEEDMU:NT 1 V4') UT14N 8. OF EACH END 4 b' O.G MAX SPAGNti. DOOR JAMB OR WINDOW ATTACH TO 2X PER M~ACTUES DETAIL& NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +2 1/4" r1RIIND01► TO BLACK +2 1/4" 2X4. 10 SECURE TO BLOCK 03/16' TARO NS MN 6141A4C SIZE J45 MN MEAD SIZE 300 MN E'BEDMI NT 1 1/49 UT14N 8' OF EACH END 4 *'OTC, MAX SPACN& 2X6, 6ECIRE TO BLOCK WK2) 3116' TAPCONS MN SHANK SIZE Job MN MEAD SIZE 300 MN EMBEDMENT 11149 UTHN W OF EACH END e' CM 4 W OG MAX SPAGNG. V2• DRYWALL 2XS, ❑ 6ECRE TO BLOCK 17C4' WK2) 9/16' GAMMONS P.T. NAILER MN 6WA K SIZE Job DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WIT4N W OF EACH END a b' Oa. MI SPAGNG. DOOR JAMB OR WHOM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SMM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED IM) DOOR JAMB TO BLOCK +3" Omww lYT ANnr•r .Ms" 2X4. SEGUE TO BLOCK IV 3AW TAPCONB MN 6WAN . SIZE 30 MN LEAD 612E 300 MN EMBEDMENT I VW) WITHN e' OF EACH END 4 b• OG. MAX SPACING- NOTE, ST101GTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEOJRED SECURE TO BLOOM TNROYW NON-STROIGTRAL WK2) 3AW TAP0045 3/16• TAPCAN MN 1-1/4' MN SHANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 LAW) WITHN 8. OF EACH END S' Q'1J 4 b' Or- MAX W NOTE: 6M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTRAL MEMBER WK21Qd WITHN 8• OF EACH ED 4 6' TO e' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F 2X4. SECURE TO BLOCK eV 1/4' TAPCONb MN 614ANC SIZE J45 MN. HEAD SIZE 3" MN EMBODIMENT 1 1/4') WITHN e' OF EACH ETD 4 b' O.G. MAX SPACNG 2X6, cm SECURE TO BLOM WK2)V4'TAPCONS MN SWAN, SIZE J4b MN MEAD 612E 300 MN B'BEDMENT 11149 WITHN W OP EACH END 4 b' CZ. MAX SPACING. 2Xe, SECURE TO BLOCK W02) V4' TAPCONS MN 6M4NK SIZE Job MN LEAD SIZE 300 MN EMBEDMENT 11149 WITHIN 8' O° EACH END 4 b' OG. MAX SPACING. 8' cm V2' DRYWALL i'X4• P.T. NALE2 1/b' OAD. X WHIN. DOOR CAsm DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 841H AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" n�DOs * TO BLACK +3 7/18" 2X4, 0111 SECURE TO BLOCK W/ 1/4' TAP'CCNB MN SWANK SIZE J4b MN HEAD SIZE JIM MN EMBEDMENT 1 V41) UT14N e' OF EACH END 4 b' O.0 MAX SPACW- 2x6, SECURE TO BLOCK W02) V4' TAPCONS MN SMANK SIZE Job MN MEAD SIZE 300 MN EMBEDMENT 1 V4.1 WITHN 8. OF EACH END4 b• 0.4 MAX SPAGNG. 2X8, SECURE TO BLOCK UV(2) 1/4' TAPCONS MN 514AW SIZE 14b MN MEAD SIZE 300 MN EMBEDMENT 1 V4') W n4IN W O° EACH END 4 b• = MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THRO 12W NON-STRUCTURAL 3AW TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK Lam/ e' cm V2' DRYWALL ❑ 1'X4' P.T. NAILER ILuICI I' P.T. X 4• MN ,DOOR CASING DOOR JAMB OR WNDOU ATTACH TO 2X PER MANFACMRES DUAULS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" ^�11s • TO BLOCK +3 3/4" ARCHITECTS 6 Growgn LL "I N. RONALD REAGAN BLY LONGWOOD, FL 32750 Pit407-7744 78 FAX: 407-774-4078 www.abdesl8ngroup.eoTn AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 8134MS-2628 FAX: 8134386-2902 �a0000000�. SILVERADO LOT## 1 BLK## 16 PROJECT/L PAGE:: DETAILS FDATM 03/24/21: 1/4"=1'-0" D2 B 1 T PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION V REC SI E EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZD20 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 1ZI31/2021 138778 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13672.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2D20 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUT. CDMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBat IV31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32SO21 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2D20 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SUDING GLASS DOOR - 2020 FBCR 1Z/31/2024 25353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2DZ0 FBCR 1Z/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1SZ79.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.2 THERMA-TRU EKT. DOORS 6'-8' EXTERIOR DOOR 2020 FBCR 1Z/31/2021 Z3955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDFIJTE 2020 FBCR 1Z/31/2021 239S6S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTE Z020 FBCR 1Z/31/2021 23956.4 THERMA4RU EXT. DOORS W-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBpt 1Z/31/2024 15216.1 OWENS CORNING - RHINO UZO ROOFING UNDERLAYMENT 2020 FBCR 1Z/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/ZOZ1 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/ZD23 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/12/2021 LLC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAR: 407-774-4078 ww-abdesigrWoup.mm AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 81388"802 so Ip "333m. aIOTSILVERADO LOT# 1 BLK 16 ROJZCT#I 03719.000-01161 JI[ODEI1 2795-CAMDEN GARAGE SWWG: RIGHT PAGE: PRODUCT APPROVAL LISTING 15G.,WH EXP. B ol ATE. D03/24/21 DATE. SCAIJIM 1/4"=1'-O" 1-M PIR�oR ED CON71i7L JOINT FLANGE OF CONTROL JOINTS Td BE WRED TIED TO LATM • 9' OC. MAX (VER11 UGgL DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXIST* ]BEYOND EXCEPT STAPLES UV W LEG MAY IN USED TO TEMP. SECURE CONTROL. JOINT DURING INSTALLATION —� FASTEER6 TO EE SPAL7 • �' OD. MAX YEtTICALT I I' THICK 3 COAT CEMENT PLAS WR]B LAYER .2. FORTIFBER BUILDING PAPER APPROVED FETAL LATH FASTENED RY (VERTJ Or- MAX AT SU"PORTS OEM LAYER % STUCCO WRAP WOOD S,HEATHING LATH SHALL NOT BE �NNQJO v ro r e• ro r TFIIIOUSM CONTROL \ JOINTS 00 SMALL IN STOPPED AND TIED AT EACH SIDE. PER ASTM CIO"* --- PROVIDE 2X4 ]BLOCKING PLACED FLAT MAX. 6' TO r FROM CONTROL JOINT WEN \ CONTROL JOINT FALLS ON NOEL FASTENERS FOR LAhl TO BE NAILS OR �. �.+ / STRUCTURAL STUD STAPLES, N COMPLIANCE UV ASTM c"3 2. WIRE TWO TO BE INC. W OO4'W WRE / 3. BLOCK20 SHOIM MAY BE IN ADDITION N TO WALL STUDS REQUIRED PER 1'I.ANI O"M" TYPE CONTROL JOINT OLFOLD 4aH10.R.A O LP0.0 NaN1O.R.♦ FOLD O I --- Pr. A 1 OIEAM a M. 6 L CIEAOE a Pr. C ® l l'01.D NilEp a Pf. A 1 CREASE • PT. R LCREAMfAM . PT. c 41ow Pt. C 0.1114 PI. 6 TILL PT.O TGUCHN! 1110110" NLAM M Y O PLAN= 'LAN° rATEw,LELF ORAL FOLD. rat t=ay. NOTIEL APPROVED dW.DM WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS, (ROLL ENDS) 4 6' • HORIZONTAL LAPS,, ALL SEAMS NEED TO BE TAPED WTH FORTBER SIEATHNS TAPE / r nn LAP • rlr4 LAMA \ LATH VERTICAL LAP TO BE r METAL LATH WR]B LAYER % STUCCO WRAP 6'MNP Y / I RWRB LAYER 4. PORTFIBER \OUILpWG PAPER 11 I I 2 SCALE,1I s= , Nam, SIDE LAPS, OF METAL PLASTER BASES, SMALL BE SEARED TO PRAMING MEMBERS, THEY SHALL Be TIED WITH 00415-N (UI-FM) UM AT INTERVALS NOT MORE THAN S' (22111-MM1 AS PEt ASTM GW&3. QKICKOUT g. OISPAM OF TRAP* N UMLAYERS. TEARS DETAIL MAY BE PATCHED W $HOUSE WRAP TAPE PER MAOSNF. SPEC. OR PEEL 4 STIOC BUILDING PARR BwAe OILY) WN]B LAYER % STUCCO WMP(Mwe OLT) LAP- LAYNO OP BULPM ORAP OVER NALW FLMO. STOP OlLT) acy) •� H41'! OR O'Y ]BXIl0014 I I! \ 66 WU rLAOIAtl KICiFOYr.LA*"(ME DETAIL) r� WTB4 T EAL (E]Bo a. OOLOBt PaNOr a)D j tl�l NNTA 11XIOXo PLA6O1 AT BOQ u ITON ROp 1 uHNnRNECTIONe FAS,TEERS WRB LAYER -L STUCCO MIAP KIND LAYER 9. FDRTRBER BUILDING PAPER METAL LATH 6Si6' SELF-ADHERN6 MEN'BRANE FLASHING OVER 41(4' SELF -AD$- R MEMBRANE FLASHM OVER APPROVED HOUSE YARAP. F'LASYING TG EYCTPIND ONTO PIPE 4Sr4• SELF-ADIERINI• MEMBRANE PLASHRY OV1 t APPROVED HOUSE ING IURAP. FLASHTO Fxreo ONTO PIPE j' THICK S COAT CEMENT 'i' GOAT. BEAD OF SEALANT PLASTER INSTALL APPROVED HOIMBIRAAP AIR METAL LATH INFILTRATION ]BARRIER OVER SFEAtMNG U M LAYER 4. PORTFBER BULDIG PAPER 11LASTOMERIC COATING OVER STUOUN UR]B LAYER'L C.V. FINISH (SEE TYP WALL SECTION) STUCCO WRAP SEATIR-D SECTIONP EC ON EtORIXrINR41a Ntl OWI.YY Elwllcompor avPao,tmhee raaqmcab- mwamrwn of ASTM c 926-18 a IrrebWation - amr a enehmor IaNeg and Im ig N,aN comply xith ASTM C 1083-19a. or ASTM 1787. WDOD STUDS BNEATIENG PAPER PAPER ,I •�^• NM 47(4' SELF-ADNERNG MEMBRANE FLASHING (COMPATIBLE W( HOUSE WRAP MATERNAL-1 OVER APPROVED HOUSE WRAP. CUT AND OVERLAP ONE SIDE OF— SELF-ADNERNG MEMBRANE PLASHING STEP 01 WOOD SHEATHING OR CM WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROS�F)WAL - SCREED ? 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) c' CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. IF T 4• N�� WRAP MATERNAL) OVER 4k4' SELF-ADNE WS,D N'B'ERME FLASHING OVER APPROVED MOUSE URAP. FLASHWYs To EXTBb ONTO PPE Q,�p CIIT AD OVERLAP ONE SIDE OF STEP FLA61400 'ENETRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER #2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-703.1.1 / ASTM C-a4l-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A EC N IT ECTIi 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeafgngr'oup.com AA C. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX 8136862802 aLTEIDIV. do LOT SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODEL: 2795—CAMDEN GARAGE STIMO: RIGHT P"iVALL ASSEMBLY DETAILS 150 MPH E . B r' D TZ- 03/24/21 EICALE: 1/4"=1'—O" 8 WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHNG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FL.484INS, TO BE, L BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE ' TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDEB,4 CAING ULK• JOINT I I ALL AROUND I I PER SECTION R708.7 ExMlor lathing WnW p�s[aklG BACKER ROD I Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-18b. X. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, _,._ or ASTM 1787. WRB LAYER 9, .. �. n X. STUCCO WRAP '- - HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTIFIBER 15UILDNG PAPER ulooD CONBTUCTION �t { b' WDE STRIP KELP ADNE3IVE PLABHNM CLEAN MASONRY BEFORE APPLYING Z PLAS14M STOW Y04 M OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16° ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TMODUGH U1f1LL I 6' SELF ADHESIVE— FLASHINCs (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 G -('REAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Rj7 ELEC. METER FIELD VERIFY LOCATION 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 IN APPROVED HOU.ISEWRAP FOR BOX INSTALLATION WR5 LAYER e1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D'R FELT-POVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WINS LAYER q, STUCCO WRAP BJRB LAYER -2. FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL FEMBEER • T' OG MAX V TO fi' MID-UWLL DEEP B[XiEED �G W WOE STRIP SELFHNG, ADHESIVE FLA8CLEAN MASONRY DEFORE APPLYING V FNMN • MA5CNRT (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WIRE, LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERNG —may MEMBRANE FLASHING OVER BOX AND OVER APPROVED WLAYER M RB STEP #1 STEP #2 STEP *3 B WRLAYER M, STUCCO WRAP 9 APPLY 60 MIN SELF-ADHERNG GRADE 'D' FELT 0MEMBRANE F-A514H4G OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP UIRB LAYER 92, FORTIFIBER BUILDING PAPER STEW *4 &METAL ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) LATH STEP 05 STEP Oro(9) ELECTRICAL RECEPTACLE Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP can AA A: 0003325 IF DRAFRNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IM2628 FAX: 813418E-2802 BUDDIV. ae LOT: SILVERADO LOT# 1 BLK# 16 PROJECT#I 03719.000-01161 MODEL 2795—CAMDEN GARAGE SwfWG: RIGHT Pwcs WALL ASSEMBLY DETAILS 150 MPH E . B N F'DARIM03/24/21: 1/4"=1'-0"A2 WOOD 84EAT14MG WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER V, FORTIFIBER CONSTRUCTION BUILDING PAPER Il: HAT CI•IANNEL i' tHICK 3 coat CEMENT aft, TYPE 'X' DRYWALL PLASTER 6' BAR a TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING \� 4• Fb81TNE DRAIN ,\ ueesa arGxccn WRS LAYER 9,--- STUCCO WRAP i' TTICK, 3 COAT CEMENT PLASTER AM66-WFlUC-T8O CUSTOM b' AWING. WREREMG 1 YF WRAPPED ` •\ 0TOP •TOP OF WEEP SCREED `�� ii TO SNEATHING BELOW ; 1 1 1 WRB LAYER 9, STUCCO WRAP 1 WRB LAYER "t, FORTIFIBER i BUILDING PAPER 1 61 SELF-ADHEREING WRB LAYER 9, FLASHING WRAPPED STUCCO WRAP �a AMIGO AM"-W WC-180 CUSTOM CASING BEAD • R CORER OF CANTILEVER 1 4' POSITNE DRAM 1 ' ` IiCec oV•neen NO GAP N FIELD (SWOON FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTI. @ CANT. ScALE.IVI'GI'-®' EM. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE- ISARRIER •1 UMATNER RESISTIVE - CAMIZA 4 T CKEN 3 COAT CEMT METAL LATH MOD SHEATNNG— (OWOUN FOR CLAI11FICATION OF SEPARATE ACCESSORIES ONLY) EXTERHOR GRADE X* GAP FOR BACI DRY WALL ROD 4 SEALANT- PLASTER Twm3 CANT CEM@IT VINYL CASING BE -VINYL CASING BEAD LLWTER (ROOFER LAYER (2 LAYER 4 STIM 0 CANTILEVER DRIP EDGE FM814 LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) PETAL DRIP EDGE SET N PILL BED OF 6' PEEL / SEALANT. X• MN STICK • DRIP M"'CE PROM DRIP EDGE TO FACE TO TREX DECK TROD NOTE: 44 SAP EALANT METAL LATH: LATH TO BE PER SECTION WOOD(REX)FIeIwanTED WOODR COOD(TREX)FILLER Rim3.11 / A5TM C-841-14a, MIN. 2.5 L55. LAYER LAPROOPYER s RRE6I6TIVE PER SQ. YARD (UTILITYOR NOMINAL °TI M WRAPPED FROM BALCONY DECK TO ��018"� CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL / STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP EUB FLOOR EDGE WOOD CONSTRUCTION 'Y X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WEATHER RESISTIVE I1PXI 1W P.T. OR BILLATE SEALANT. Jr MIL BARRIER 9 WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE Ye GAP FOR FACE VI{YL TOBEAD N .T CHANNEL BARRIER @ FWD 4 SEALANT WATER PROOFINS. Itt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PEE4 BTIa L V 3/4 4 STICK) STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER Am Qmwd COAT CEMENT S/S' TYPE •X• DRYWALL METAL LATH �CK3 W/TEXTURED 4 PANTED WOOD SHEATHING METAL LATH FMISN 9R• TYPE 'X' DRYUL4LL WYDOD SHEATHING i' THICK, 3 COAT CEMENT (2) 2xI2 HEADER UVIEX U ED 4 PAINTED WEATHER RESISTIVE PLASTER FINISH BARRIER M UBAT14EM RESISTIVE i' THICK 3 COAT CEMENT -2VINYL CORDER BEAD 4' POSITIVE DRAW IICCI9 str_ecen PLASTER L'J:� �N �° ocal D VINYL CASING BEAD NO GAP M FIELD VINYL �aa' �-'�-y'-' NO GAP M FIELD (SHOWN FOR CL-ARIFICATION OF (SHOUT FCR CLARIFICATION OF SEPARATE ACCESSORIES ON.Y) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION O11D DRIP EDGE INSTALLATION WOOD CONSTRUCITCN WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 yaJYl r�stll.r- peen - - - — - i' TI.ncK, 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYBU LL METAL LATH W/TEJCNRED 4 PANTED WOOD 814EAT14NO I FINSH i' THICK 3 COAT CEMENT HEADEROEAM PLASTER (BHOM FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION COLLPTI SHEATHING WEATHER RESISTIVE ELOWMER -1 1 7NER RESISTIVE BARRIER n 6• SAF. \Q PEEL 4 STICK 116513' 'L' FLASHNG FULLY EMBEDDED M ROOF CEMENT IN X 3' 26 CA GALV. METAL DRIP EDGE ER SET IN FULL BED OF SEALANT,%' MR ., SPACE FROM DRIP + FACE TO TREX DER RESISTIVE I_ �. RESISTIVE it L.:.. BARRITWER ER �E`°R w s,'�sl saw COLUMN COLUMN 8HEATHIKG LEGEND PEEL 4 STICK 6' SAF. l)Wx3•'L• FLASHING DRAINAGE PLANE (WRB �® FLOOR `; Y EMBEDDED IN ROOF CEMENT LAYER M, STUCCO WRAP) i )V X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER — — — • — — I Jf'X11j' P.T. OR SIMULATED SEALANT, eOF MIN. BUILDING PAPER) WOOD (TREX) FILLER CONTINUOUS SPACE PROI DRIP Y: GAP FOR SEALANT ACE TO TREX VNYL CASING BEAD METAL LATH x—x—x—x OPT- BACKER ROD. WATER PROOFING lot MIODPIED GJ® LAYER l2 LAYER PEEL 4 STUCCO 9/4 RESILIENT NAT CHANNEL STR= WRAPPED FROM BALCONY DECK TO .1. _ -14ATCHANNE s CANTILEVER WOOD OR -Ill6' ZIP WALL I' T,A C 3 COAT CEMENT SHEATHING 'TYPE 'X' DRYWALL METAL LATH WREXTURED 4 PAINTED WOOD SH"THING SELF-ADHESIVE FLASHING - - - - - FMISH J' T14C3 COAT CEMENT 4' POSITIVE DRAM WEEP SCREED PLASTER 1--NO GAP M FIELD VINYL CORNER BEAD (SWOUN FOR CLARIFICATION OF VINYL cASNG BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING SCALE: NTS WOOD SHEATHING ---- -- WRB LAYER 9, 2x FRAMING MEMBER STUCCO WRAP i' THIQ( 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER 2 IR, QQmbffA sawn BUILDING PAPER—� FASTENED TO SHF-AT14NO • T' OTC. MAX. METAL LATH S_ WRB LAYER 9. THICK 3 COAT CEMENT STUCCO WRAP PLASTER a WOOD SHEATHING METAL LATH FLASWI-ADHERING FLASHING WRS LAYER Q, FORTIFIBER BUILDING PAPER ,>I ^ 1CORNER BEAD @ FRAME DRIP CAP 1TL'L WINDOW FLANGE k 2 1/2' k COMER BEAD (FASTENER 4 SPACING ® l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD (P BLOCK WRB'LAYER 9, STIJGrP WRB LAYER 12, FORT BUILDING PAPER - METAL LATH -" i' THICK, 3 COAT CEM PLASTER fs'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) CLARITY) SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER A N O N I T E C T S m LONGWOOD, FL 32750 ---. PH: 407-7746078 FAX: 407-7744078 www.abdeW&Ugroup.com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8133M262S FAX 813886-2802 ERJBDIV. do LOT•. SILVERA 10 LOT# 1 BLK 16 P1oJECT*I 03719.000-01161 MODEI4 2795—CAMDEN GARAGE STrnfG. RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EjW. B j f rpINT .9 ODATTIM 03/24/21 8CALE: 1/4"=1'-0" sign= WA3 Y; GAP TYp J' THICK, 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER WRB LAYER 01,STUCCO TO STUCCO WRAP SIDING TRANSITION WRS LAYER @, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHOG 3 WRB LAYER 4. FORTIRBER BUILDNG PAPER ; a4 J° i WRB LAYER 01, I ; STUCCO WRAP METAL LATH }' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER AP UJRB LATER01, STTUUCCLO WRAP STU Stucco WRAP PLASTER i BUILDING PAPER b'SELF-ADHERING METAL LATH CASING BEAD FLASHING Co' SELF-ADWEREW3 VINYL ANGLED EXPLED J' THICK, 3 COAT CEMENT OD FLASHING OR PEEL 4 STICK CASING BEAD l PLASTER SIDING TO STUCCO CVIEW LARITY) CASING BEAD 18 DRIP CAP (CROSS SECTION) WINDOW FLANGE WRI5 LLAY R4P STUCCO 2 VINYL ANGLED ` CASING BEAD r �� SHEATHS .. i VEATHER RESISTIVE WRB LAYER R, FORTIFIEjER BARRIER 4 BUILDING PAPER : RESISTIVE METAL LATH ?'.� .�j; ! •xT LA Blom � / \ FLA111mm-ADHEAI6-� THICK, 3 COAT CEMENT ; q SELIF-Ao 6 I PLASTER " a, 6 nEATWER RESISTIVE 1 BARIUM 9 ETHER-2 rIVE aracrER STRIP\�I 1\\ 6'SELF-ADHERING . I FLASHING :.,:� r \� PLAOMM � 'r rtaaNlrw DRIP GAP S�r''LnYD +� US.a rE R \ WINDOW FLANGE CASING BEAD ® WINDOWTRIM CASM % r x• 91FLLATED IMMISER (FRAME, W/BANDj &AP wACAULKING. ,�\ , 15C , ZR,PPROVEDSEALA„T SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL DOES NOT MEET SPECIFICATIONS) WRB LAYER 01,LATH STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORi IFIBER D CONSTRIlicrichl e YOONo R BUILDING PAPER I �-Ao�eRnu WOOD SHEATHING. WRB LAYER al, WEATHER RESISTIVE RESISTIVE WEATHER THICK, 3 COAT CEMENT I STUCCO WRAP B 4 i/ \ BAPMER C LAP PLASTER ; n�aen� �i / \ W� TOP BARRIER FLAGWNG WRB LAYER 02, FORTIFIBER x THY �AP eIDdG I VINYL ANGLED ; BUILDING PAPER `•SELF-A,O,�,G 1 06AFUR1�ER �aror"� CASW.x BEAD i NEAIGTIVE R LA6WNQ\\ / M METAL LATH pia EN-2 , i VINYL CASING BEAD 1 STARTER STRIP THICK, 3 COAT CEMENT I � `r PLAAs~ALVD n'aS'4L !EXPLODED VIEW FOR PLASTER \ CLARITY) MIST ��' MASAA GALTED Lv' HTNER ryR w. TO IV IU"XSrIULATEWD S' MIN. ABOVE TOP NE3'bER OF •Z' PLAG7NMC• E-Z BEAD VNYL CASING YIOOD TRWI MEMBER BACU ROD), (WW FLEXIBLE PrC ' i / eELF-ADFERIUI6 CASING BEAD ® RAISED I I RANG (FRAME) IT PLAa�TER. \I. e . OR AP 07,20 /Ex�T I RESISTIVE 17ABAND �TNER RESISTIVE= IJEATWERRESISTIVEE-z eEm vwrL C GM B.4IBFIER 4 PVC SACKER ROD) SIDING TO STUCCO IUlATHER RESISTIVE ® FRAME TO FRAME BARRIER4 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER }' THICK, 3 COAT CEMENT PLASTER METAL LATH a. WRB LAYER 82, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) \—WRB LAYER 'I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER b' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY i'4' GAP TYP /CASING BEAD SEALANT 1 TO WINDOW WINDOW FRAME WINDOW FLANGE J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER'2, FORTIP15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ BEAD VINYL CASING 2X FRAMING (Wl CW/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP EZ BEAD WINDOW CASING +T LONGWOOD, FL 32750 �•� PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813-886-2802 BIIIIIIIII'-. svHDIV. ac LOT' SILVERADO LOT# 1 BLK# 16 WALL ASSEMBLY DETAILS rasura 03/24/21 DATE: SCALE: 1/4"=1'—O" sIeIEET WA4 A t C N I T! C T 8 C�APE�ADu � rIU(En In I�EnNo Siff vEM vNOFEl6Y PADSFAIED IFM.IIM.NNLIMPINGE ARCHED.le SHONN N P OALVANZED INI USRA i-1/.'SINES PT EACX CORNER. ROOFlNGCEAEM 101 sIODLo SE APPLIED roAu swNDLE EWES 1EM THE OIRHt EWE ANDAROIFO TiE EMNE PEIAll6i A9 CUTOUT 111E 0003£tEDK VEMOPENNGNTERWF PECOMAENJEDMSEVERE MEATIER O0.ASTN. SHEADMNO.SUE THE OPENINGINAC(%#ACNDE VNIII THE CONSlRI10T10NZ01E3. CIWiTSHOWN.IN THE EVENT PACCIWICAI VENT FAN N sPETFE ENW NACCORMNCE WTH VEM FAN NAM1FAClIFACTURE'3 PIRN[t OOIfECDQi MIT INsrRucnoNs. W NOT CUT IW OR RAPIERS MHEN CUTDND TIE IMSSES OPENNOIN IlIERWF. PBL�IO�VE IHIETtF£PoHG SNNGIE NNLS NidAOIiE PERIMETER of TILE OPENING 50 TlMTTHE NNUNG FtAWE aF THE VENTIAYS Fur ro llE ROOF SIFAMIVD. 5Ll0E TE 1 TOPAIDSDE FtANDEb OFi/E VEM IPANo UNDER SHINGLES. NLOWTIE tbTIW VEM FIPNDE3 TO LAY pI THE TOP OF THE SHMGIES. I e�o� F ROOF HOOD VENT DETAIL SCALE, NT8 TBraRw Y — POLD-W A SECS! NOIME4RM (OR Off wauft~ TIOT FLAP INDTt1Y AT,O' IWTLE At VEAD MRoo •M art �T. N HOIM[RRAP UN I �. LINK Or URDO1, OF&" POLO HOIUBRM- N AT JAMS . SILL AFrROVED ,co— wAP OVER MEATUM GYM ID &nD ROLL !LOPE SILL RO. In EX16Ude 7 STEP 1 STEP 2 M9DER.ASWi&MW w .A 11 EELC\J/\ RMCIPLE FLAMM DO NOT SEAL BOTTOM ---� rN STEP 6 AsnRarPLAsnc cEAffNr AwLDEDNmIwn VASE DF PIPE ANp OVFR FLANGE ALIGN FLAMM IN INT.EDGE OF SILL Ra. rEawDGALLY FASTM FAMED EDdM (CAP NAIIJ! STAPLES) WALL OUCIR KJD49tAP AS n RANIM AT TM FOLD HOIMESRIl Daw A TAPE DAOCK& CUT. ACPW66 NVAD Q PLUMBING VENT DETAILS OCALM NTS MTALL &' UIED! ADHESIVE - BACKW R.D(WLE PLAMM MATERAL OVER DIP$° CAP JONT (PRDiEaTO-~ W-280C - EOSV) STEP 7 l"tzo STEP 8 —46�0 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS SN M IEAVIER FELT UNDERLAYMENT ASPHALT ROOFlNO OEAEM -' n0 FASTERS tMI1.N P OF CEfLIF.RUNE FASTIERS IN _M SMNGLE ID ENDSNNC4E AT IEAST tP ffYpD VALLEY CENIERLIE FROM vNLEv CEIt1EPoAE ROOF VALLEY DETAIL SCALE, NITS APPLY am tm co ECIIAu w-4LANr C 1100OU CV JONT. FEUD APPLICO FLAWIM (LMCO &M-SEAL PIC-61 OR E6LALL SLOPE GILL 70 Ex IT M TW CONTACTOR& IQIPOIMWILTY TO YEWY TIE COMPATIMLITY CIF ALL PRODUCT& NW1DM1 NOUIEiRAI! SEA.AIR& . SFLP-ADIEMY+ K AMM MATERAL& U® Dtwles CONSTRUCTIOIL 2. WALL ALL MATERIAL& PNE MANIFACTUR M OUTTEN /PECIFICATIQI& WMMk &IALANf& MAY PISAGT ADVEMELY F NOT ATE LE. AN AND SEAL JAMB TO SILL JOINTS WITFI DOIU I1" FOLLOIONG COMPLETION OF EXTERIOR RETRCRIT I0OW mami REPAIR SCHEME SNOUN SHALL BE R'PLEMEWTED AT ALL WINDOWS WTN EVIDENCE OF WATER IN "ICN DELCW THE WINDOW OPENNCF ISEAL wo PERIMETER OF WMDOIU WITH SEALANT bwm L IT IS THE CONTACTORS, RESPQMREILTY TO VMWY THE COMPATUNLRY OF ALL PRODUCTS, ECLIDNG SEALANTS . SELF•AMEMG KA864M MATERIAL& IMED p#N& C"TRICPUON 2. PLAIWOU AT EXIMISCR WIDOWS AND DOOR OPEIMM& SHALL BE MTALLED N ACOMWANLE I IUTH MANFAOESERY INSTALLATION MTIIYGTI NS AND APPROVED METHOD U OF MC Fr=A U N ACCORDANCE UTH PO.E&TRATM PIA14FACTSIERS, MTALLATM AND ILASHI MTRUCTIONM. ENMIUL SEALANT& MAY REACT ADVBE&MY F NOT COFPATI�, e - WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO PH: 407.7744078 FAX: 407-774-4078 www.abdeWgngmp.com AA C 0003325 DRAFTING BY: L DESIGN GROUP RAFTING INC. AUMONT CENTER BLVD. SUITE 1004 PA. FLORIDA 33B34 H: 8134MG—%28 X 813886.2802 �voamo . BVBDIV. & OT: SILVERADO LOT# 1 BLK 16 PL ROJECT#+ 03719.000-01161 UODEI.& 2795-CAMDEN GARAGE BMING: RIGHT PAGE: WALL ASSEMBLY DETAILS V,I,.150AVH EXP. B p u / spa DATE•Z: 03/24/21 SCALE: 1/4"=1'—O" MET B WA5 / 1 I I 1 I 1 1 1 \ —2x6 SUS-BANb W/I'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP —DRIP EDGE I\ -1/8' TEXTURED I * I �� / FINISH WOOD 2x6 SM BAND) 1/2' TEXTURED FINISH ® CMU / METAL FASCIA �\ WRAP V FROM a STUCCO, I' FROM --- WOOD WALL 1 r/.l_EXTERIOR WALL 11 (FRAME OR CMU) 6 Y±/ ' � NOTE: NOTCH FOR 2Xfo SUB BAND ONLY , ®ELEVATION FL AN A ;T © PLAN B /-�—ROOF KICK OUT REMOVED ` FOR CLARITY ROOF DECK(BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHMG oR cru WR8 LAYER 01, STUCCO UN"P(FRAME ONLY) WRS LAYER 02, FORTIFIBER BUILDMG PAPER (FRAME ONLY) TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH s CMU —2x6 SUB -BAND W/I'x4' NOTCH 9 END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL P EDGE AL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINI5H 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CP WALL 3 SUB BAND DETAIL 0 WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDCsE 2x SUB -BAND W/Vx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY ro Gin 141 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 mom, abdealgn8vup com AA #: 0003325 DRAFTING BY: AB. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 813886-2628 FAX: 813686-2802 aysDiv. Ae LOT: SILVERADO LOT# 1 BLK 16 PROJECTTP 03719.000-01161 MODEIU 2795—CAMDEN GARAGE SIFMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 JWH EXP. B c D TM 03/rluNT 24/21 acA1i..E: 1/4"=l'—O" aHEET WA6 .TE-1 c - IF�X30 -- --- iv O0 4" CONC. n I ~ 4 9w LL SLAB o m IF Ow � J0 u1. Y 4'1"N o 3 112" iq — — ——FM-16X18 EXTEND 1 SLAB 1 1/2" T N I 1.1 M 22 -2" I I 4 I o I Im I� • I 4 1 I a I • I o N I ih io I 9 29'-i" in — — — — FM-i6X18— — 4'S" 1014, 3'-2" T-2" //4'4" / i� 4"PVC if CHASE� 1" PVC CHASE 11 i ° I (az I� J w FOR ELEC. (� ISLAND i O J" I 8'-10" 191-W ccocaoc c a __$P Of TO ; SLAB T-2" I I r I I I I — — TE2 — — o Wo C� F �� i .� „ /I I • a°V �_rl■� • a O rm IS Sk. I -7 tl2— — — — 1 FM 1— 20'-0" CONC. SLAB a-y iWn FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-W-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" 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.GINDICATES #5 BAR, BIINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (f5 = 30", A6 =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 95'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402I602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "W OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WIN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WlA.W1.4 OVER GENERAL 3 VT 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16k18 10' CONTINUOUS 16, - (2)#Vs FMC-1618 18" CONTINUOUS 18" - O s #5 IN CURB VARIES F1-241Q4 24" 24" 12 I-18" BELOW GRD TE-1 W SEE PLAN 8' - (1) 's _ 001411 TE-2 8" SEE PLAN 8" - (1) - 01-0' CWC-12X12 12' CONTINUOUS 12' - O 's #5 IN CURB VARIES F1-30X30 30' 30' 12, (3)#5's (3)#5's 1-""BELOW GRD F2-30X30 30' 3W 12' (3).1 (3) #Ss -)12' BELOW GRD FOUNDATION PLAN SCALE: 1/4" = 1'-0" er rign al lsl _ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesiglgroup.eom AA is 0003325 DBBY:A.B. GROUPDINC.5438 BEENTER BLVD.4TAMPA 33634PH-2628FA2902 BIIIIIIIII SVHDIvi & LOT SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODELv 2795-CAMDEN GARAGE 87FIMG: RIGHT PAGE: FOUNDATION PLAN 150 JLPH EXP. B DHnn w 03/24/21 8CALE: 1/4"=1'—O" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING t Z m STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 0- SPACING REQUIREMENTS Op U J W Ir vJ O W 6" CMU WALL �O (aA t Z W' CMU WALL Z ,. I > . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH W' LEG EACH p•{y m io — +- 0'1Y' -8 WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB • TOP OF SLAB -' SO THAT THE STEEL REINF. IS CONTINUOUS +- MATCH AMOUNT OF CONTINUOUS BARS - VARIES I EXT. PORCH SLAB < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (I -STORY) ORCH S AB a SEE SLAB SCHEDULE TOP OF GARAGE '' a. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE W/ 12' ISOLATION ,," JOINT (NMERE 6' CHAMFER (2STORY) 18" M4 24" W/ 1 4' CHAMFER (1STORY) �i- __ 6' CHAMFER (2STOF , .. APPLICABLE) Z SEE SCHEDULE #5 30" JOINT APPLICABLE) .. Z _ .: j EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING $ FOR WxD, BAR SIZE FOR W:D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 4Z' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:34"=1'-0 rjT GARAG SCALE:3/4"=1'-0 VA V CORNER BARS DETAIL li LAP TOP PLATE A MIN. OF 4V' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR RECESS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP uj LU B+ W 0' I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ U j N NEW REINF. BAR 12'k9' WEDGE ANCHOR W/Z' SPACING. SINGLE BTM. PLATE4F W y SECURED W! 2- PART TO BE PT. PROVIDE DBL TOP SET IN HIGH (A Z' CAPPED GALVANIZED PIPE a g I EPDXY. MIN. EMBED Q S', UNO PLATE EPDXY 5-12" EMBED. MIN.WASHER 0 IS' OC SIMPSON SPH4 OR SPH6 MAX. CURB FOR WiFLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE rww! MASONRY UNITS SET N SPECIFICATIONS FOR ANCHORS W/ 10d x 1 11T' ' Ito,AT ELEV: _ ( USE AND COMMON NAILS FILL ALL ,p" 0HOLE.x M PREPARATION OF HOLES, DO NOT USE 10d K 3"SEE SLAB SCHEDULE SECURE FLANGE TO W Q SLAB W/(4) IW X 21/4" '"q p O} +� 0'-0' TAPCONS QQ• TOP OF SLAB RECESS AROUND GARAGE 4" CHAMFER (1STORY) S' CHAMFER (2STORY) =AND ULE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL LAP TOP PLATE A MIN. OF 48" -may AND NAIL W/16d COMMON 2-ROWS,VERIFY HEIGHT BOLLARD MONOLITHIC FOUNDATION OF WALL W/PLAN 5 6 3/4"=1'-0" (W/UPLIFT) LAP TO OCR OVER STUD SCALE: 3/4"=1'17' SCALE: 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL 16" O/C STAGGERED. LAP TOP PLATE A MIN. OF 46" ADDITIONAL METAL AND NAIL W/ 16d COMMON CONNECTORS NOT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED REQUIRED WHEN NO LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND N UPLIFT IS PRESENT, SPACING REQUIREMENTS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Zcr SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a [SEE ±T j;4 TOP BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL OF SLAB -n PROVIDE DBL TOP PLATE 16' O/C STAGGERED. m - ADDITIONAL METAL U CONNECTORS NOT a - REQUIRED WHEN NO UPLIFT IS PRESENT. w (/j O e"CMUWALL .ea , POURED LINTEL CONT. (TYP.) . 0'-a' s' CMU FIND CELL (TYP,) �'o'' EQ. EQ. EE SCHEDULE _ Ir�__t____ �__�_�_. TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING FOR AkD, BAR SIZE AND BAR QUANTITY w p.0• SEE SLAB SCHEDULE 12" DIA SIMPSON STB2 BOLTS 6" TOP OF SLAB 2: ♦ MINIMUM EMBEDMENT INTO INTERIOR CURB FOUNDATION WOOD WALL 8 "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND SCALE: 314••=,'-�• (NOUPLIFT) CENTERED UNDER WALL AND 16'O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -�FFOR -- - FOUNDATION AND SLAB SEE SCHEDULE -� EDULE FOR W(D, BAR SIZE3BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY vnrzlE9 S. FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 3' 3' ,'�INTERIOR 6CALE:3/4"=,'p" (NO UPLIFT) 1� FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-D' aC :3a"=1'-0 11 SCALETE „ TY SHOWER RECESS FOOTER 12 SCALE: 1 "=1'-0" A 16 N IT 19 T I 6 Groin !41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .andeftgp M.com AA 11: 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SLATE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 0134MS-2802 BIIIIIIIIL'= SUDDIV. de LOT: SILVERADO LOT# 1 BLK# 16 PROJECT* 03719.000-01161 MODEL: 2795-CAMDEN GARAGE STUNG: RIGHT PAGE: DETAILS 150APH EXP B DOWEL PLAN -0« SCALE: 1/4• = i•-W A■ C N I T E C T f I PH: 407-774�078 FAX: 407-774d078 www.abdesig�group.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, F1018DA 33634 PH: 813866-2628 FAX: 813886.2802 01111111111 stmDIv. dC LOT. SILVERADO LOT## 1 BLK# 16 PROJECT/ 03719.000-01161 WODEL: 2795—CAMDEN GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 150 JMPH EX& B Alm r'wa' i 03/24/21 DATE: SCALE: 1/4"=1'-O" SHEET s1.2 TIE VERTICAL REAR TO HORIZATIONAL W/ 10' HOOK /EG.R GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. ... •;.. �- 9. TO HORIZONTAL REBAR W/ 10' HOOK Z f ° ° ° GROUTED BOND BEAM VARIES PER ELEV. A. Q Q O (•e.a #5 BARS 10' HOOK °-..�; 0. a CLEAN OUT REQUIRED O Ir FOR INSPECTION O m le O'-0" FIN. FLR. cc1'_D• j • O _ .p •a ; TIE ERTICAL REBARI�, TO HORIZONTAL F o REBAR W110' HOOK BAR SIZE 48 BAR DIA. Z W O #3 ur, 24"C.0 UNIT I ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS SIZE 488ARDIA*I HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD 3 O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-V' �1 REINFORCING �,� L OREINFRCING SCALE: " 1 SCALE: 3/4"=1'-0" A R C R I T I C T 6 Gr uIl� "I N. RONALD REAGAN BLV LONGWOODFL 32750 PH: 4074YZ 78 FAX: 407-7744078 W ww.abdeslgngroup.com AA #: 0009325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. 611TTE 1004 TAMPA, FLORIDA 33634 PH: 613-8862826 FA%: 818-886-2802 BXMDIV. de LOT: SILVERADO LOT# 1 BLK 16 PROJECT 03719.000-01161 MODEIe 2795-CAMDEN GARAGE 81nNG: RIGHT PAGE: DETAILS 150 MPH EYK B - — — m — — — — — — — — m m m — — — — — — — — — — — — — — — — m — — m — — — — — — — m — — — — — — — 1 8F16-iT/OM/16 81`16-1TIOMIOB 8Fl6-lT/0MllB 1 1 1 m IQ Ir Im ILL UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9-4". UNO. 8F16-1TIOWIB 1 V-6" 8RF14- 1 TIOMIOI 1 ♦ El 1 1 ♦♦ 1 ♦♦ 1 ♦ 1 --�� I I 1 8F16-1T/OMIOB 2 1 2 1 01 1 L-----1-----J ♦♦ I Y 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 8F36-1T/OMIOB 8F364T/OM11B LIFT BEAM PLAN SCALE: 1/4"= 1'-0" m Q 2 Q r LL m 1 1 1 1 1 § 1 1 1 1 FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAI6 WI (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 I2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 1Dd x 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'1. 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK �aim �� REMARK tO (2)2X12 Q2 (2) 2X8 BEAM SCHEDULE CaUM 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.ES. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c 1S�IZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING 8B1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID A RON I T I C T• 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 4074748078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 833-088-2802 �@nmmi 873[v. Ae LOT: SILVERADO LOT# 1 BLK# 16 12795-CAMDENI PACE: LIFT BEAM PLAN AND NOTES V j, race DATE: E: 03/24/21 SCALE: 1/4"=1'-0" s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR gke" ,#5 ,. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. I PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING *�c YO REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. a6� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8'k16" i0 0:�1115 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAJ-CH J�FIP / O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / A° 8" 6. UNO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 16" DEEP. X�F � VERTICAL REBAR W/ 10" H �\\A'�O p05� fT�� 8x16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM 9 EACH COURSE •\O G 8x8 BOND BEAM TOP OF •\� W/(1)#5 BAR .�: BOND BEAM 30' TYPICAL F = FILLED W/ GROUT I .�0� U =UNFILLED GROUT SOLID FROM TOP �T1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 ��{/J// /— 8x8 PRECAST CONCRETE 16-1 T/1 IYI/ NOMINAL�� LINTEL W!(1)#S BAR (L2) 8� _ WIDTH OF MASONRY HEIGHT # OF #6'S, TOP OPENING CORNER ITISTH#SENGNEERSINTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/1 MODS INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3l4"=t'-0 REINFORCING OF BOND BEAM ANDXFXX-iT/OMpB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL(LI) REFER SCALE: 3W=,'-0" IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS AND XUXX-1TAMIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XLM - 1TNM,08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') W FROM EACH END AND AT LOWER ELEVATION 15' O.C. MAX. MIN IAA _ EMBEDMENT #5 BAR BENT AS SHOWN 3 2X6 (MIN 2 X 3) 2-3/16 TAPCON _� 1X' PRECAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114")8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-14' O• EMBEDMENT 2x8 (MIN 2X 3)2J/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.445 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") W FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP 3 \�K� �`yI PROVIDE 3' OIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I > I SINGLE#6 CORNER i BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL I OND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 314"=l'-0" SINGLE LINTEL, MULTIPLE OPENINGS A A C N I T E C T A 6 Groi n 441 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslipgroup.com AA #: 0003325 DRAFnNG BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 IM2628 FAX 81341186.2802 So 11111111111 9UNDIV ee SILVERADO LOT# 1 BLK# 16 PROJEC-P# 03719.000-01161 MODEIa 2795—CAMDEN GARAGE SWING: RIGHT PAGE: DETAILS 15 MP EXP. B FRAMING NOTES: S ^ ^ ^ ^ ^ ^ ^ ^ r r k k k k k 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.10 CONCRETE TO WOOD FLOOR: --■-----NRN---tiI--�AA--R---w-- SIMPSON LTA2 WT (8) 10d x 1 NAILS, WOOD TO WOOD: CA" SIMPSON H10A OR LGT2 W/ 10d 0d x 1 1 1/ 1/2" HDG NAILS, FILL ALL HOLES. ■ � YY AA AA YY � 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJg . ■ ■ a ■ o ■ ■ ■ ■ ■ x M ■ ■ ■ ■ . CJ3T` '7 SCHEDULE. I N■ Ap■ pA■ I■ 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE I MEETING THE REQUIREMENTS OF AFC-01 AND APPLIED IN ACCORDANCE WITH CJ5 6.. ■ ■ ■ ■ 18 ■ ■ N ■ ■ ■ o ■I ■ ■ ■ ■ N = CJST MANUFACTURER'S SPECIFICATIONS. I 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I ( 1A I I ARE TO BE GALVANIZED. •1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, I I CONNECTERS ARE TO BE GALVANIZED. = _ _ ._.=s�_s:= ._�_ _■�= 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE I CONCRETE LINTELS. - a a� aaaaaa - a a : a � a� a� a HIS—_ a MINOR �aa�a ate- E;�a�=�� Sim AH11 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 3 I y�A CLEAR SPAN OPENINGS. L _ — — — — — — — — — — — — — _ J 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). _ a HESSE a pia a—_ a 61-- -. T a 1sim a aaaa a am—_ a aIMMES a 210im E a aa— a aim AH13 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE I �Q SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE _ >J.s .�:�:�_ -sal. .�_..>®_�_�:� _�_>�_�_�_�_ . AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. p.:. s........ Is .esss.s.:....... s: - — - AH17 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED..:�.. FASTENER, ZF 72 P8S36,.177"°x27/8" LONG, WITH WASHER C 16"O.C. _ :�. �i. _ _ - - AH19 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. sic--s.s AH21 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. I 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS �..s�ls.S(�s� :.. ssz=. sue: sue. sue. AH23 NOTED OTHERWISE. I I ATTIC I --��i$S��ss�s>oo=s�smsss sss s A I I TRUSS MANUFACTURER / ENGINEER NOTES: L - - - - - - - - - - - - - - - - - - - J s sss�sss�sssc.....ssc.>ic:sus:= ...:a�s:�.ssss=.s��.=:�:..■�F Al 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/A2x6 BTM. CHORD (MIN.) 2.COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS sue .aac s.�s>sa=s.�s s:�s�s�-�. q -�-.- I s—.----s— Al WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO .. .. .. .. . .�.�. s. �. . ��. �.�.�� Al TRUSS CONNECTIONS. I 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST O" FROM THECENTER OF THE COLUMN. w i ; � . � . � .. � ...:.....:.� .......... p(. s ..... P '� I I .I.......L........... ...........;.......� I A2 I i L- J >f.......-.......... ..s ......-- A3 PREFABRICATED ROOF _ -s TRUSSES 2=4" O.C. MAX ® s@ :. s.. ......---- .: s... s.......... A4 ..................s ..--- .----- A5 i I ........... ....■ems ......---- `...... s...6 I I A5 I I I ................. i ...®s-s.........IL AH23A AH21A L _ - - _ _ _ - - - - -I ...... AH19A -- .Q _ s..:...:s i. _ =I = =.=s�.�- s:�. ssc:ss=a.sac.ss=s . AH77A I �54 AT C ACCESS s,)H10A (� - = _ ( AH15A I BEARING WALL) . s■>=s...ss�. .:...I :s�s..sss..s.. .::..:s.: AH13A s ,mom..:ss�s m.ag■oseas s...s�s....>v>¢se�.. s.s>�.:. AH11A .....s. AH9A 1A AH7E 1 1 1A 1 .1 GA s .. s sss=(d5� . .. s .. s - - . sow ... CH9 O tl ■ ■ GA . . s.ss: s smmm: z s — s yg■ N A @ .: , . s:. CH7 Q a GGEA : as N N ■ ■ ®W �� n� = a n ■ N p .a 4 _ i�a Np YA w wg _ W - Q y /A o ■ p ■ ■ ■ r. W ■_ — JI— — 1 . _ IL C,13 R R R n ■ tl = CJ3 CJi ,t0000a - -- 1. k Cil FRAMING PLAN _ g y g ui ui uS GGE �2"' S SCALE: 1/4" = 1-0"' � ' ,ri r r r ' M 7 "j✓ A N C N I T N C T t 5 Groin - LONGWOOD, FL 32750 --- PH: 407-774-6078 FAX: 407-774-4078 www.abdesi��oup.eom AA #: 0003325 J DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 386.2628 FAX: 813886.2802 BIIIIIIIII OU13DIV. Se LOT. SILVERADO LOT# 1 BLK# 16 PROJECT* 03719.000-01161 MODEU 2795-CAMDEN GARAGE 9111MG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B e-mm" 03/24/21 DATE: SCALE: 1/4"=1*-0" 8 s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 j' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER 1x2, 2. WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' Q/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6', 8" x 4'-0• MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 16 1C TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE: 34"=1' P' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE$NG FLOOR TRUSS 5/6' GYPSUM BOARD OR V2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 j' NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALl1FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x f' 6', 6' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A-(1) SIMPSON LGT3$DS2.5 GIRDER TIEDOWN WITH (4) t' x 6' TITEN HD TO CMU AND (12) SOS }'x 2 k' TO GIRDER EH 1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' x 5" TITEN HD TO CMU AND (18) SDS }" x lx2, 21 WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ 331'T C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) k' x 6TITEN HD TO CMU AND (18) SOS }'x 3" W SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SCHEDULE ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) - 26 2C )TYPICAL ROOF GIRDER CONNECTOR(S) LSTA1220GAUGE W/ 10dxl/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/ 5AT' AB. WITH AIN. 7' EMBEDMENT I R/ TO SLAB 8 (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-11. NAILS TO POST., CCC---ttt WALL Wi SYP A 2 STUDS SEE POST TO SIT DIRE f• .1 PLANS FOR SPACING. SINGLE ON SLAB ILL iil BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING a" . 10 GYP. WL BD. FLOOR TRUSS CONNECTION @ L.B.W. �* SCALE:3/4''=''-D' (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE >5/6' HOLE DIAMETER <2/5'D SGL. STUD OUTER 113 OF SPAN ONLY OLE EDGE >5/8" 0. BTM. HOLE DIAMETER PLATE <3/113DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1(Z'=1'-0' GIRDER/WOOD POST CONNECTIONS 5 A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4'- SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J$OLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J$OLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J$OLT, 6' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS Wl (4) 3/4' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 21W TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE.ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 6'-O" MAX (W/1X4) OR 10'-a' MAX(W2X4) lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6-0' O/C END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3M"=1'-0" 5' EDGE CENTRAL SPACING SPACING SEE SEE R%Ikww BTM' HEDU SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/7, MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J$OLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J$OLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAV BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE B®OESPACMO CB(IRALSPACMG A DOUBLE 2x8 12" W O/C 16, O/C 8 DOUBLE 2x8 3/4" 6' O/C 24" O/C C DOUBLE 2l10 12" 8" O/C 16, O/C D DOUBLE 200 3/4" 6' O/C 24" O/C E DOUBLE Z00 314" 6' O/C 16' O/C F DOUBLE Z02 77F77W G' O/C 12' O/C 10 WOOD LEDGER DETAIL (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X$RACING IS PRESENT AT COVER 5 TRUSSES) 4'-W O.C. (AT SHEATHING 0-0' TO 30'-0' (1) "X" BRACE SEAMS) 30'-," TO W-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's C' EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=l'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 H 10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE {\ SUBJECT TO F1 AND F2 FORCES. N &LjTERNATE MATERIALS SCALE: 314"=1'-(P 12CNITIll CTi Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 w .abdesiBlgroup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813B8Cr2802 SVHGIV. er LOT. SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 MODEL& 2795-CAMDEN GARAGE STIMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DwR1E 03/24/21 SCALE: 1/4"=1'-O" SKEET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGSACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) tfid COMMON W! (6) 3/16' ` x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 1a-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3 4"=1' 0 SIMPSON H6 Wl (8m COMMON NAILS 21, STUDS SIMPSON H6 W/ (8) Ild EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END O F "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 100 x 1 FLOOR TRUSS OR 1r'TE S NAILS GIRDER TRUSS WALL / FLOOR FRAMING, r� TRUSS PARALLEL TO WALL L SCALE: 3f4"=V-9' PLYWOOD SHEATHING, SEE 8 �T/WALL/FLOOR HING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. wl (2)12d TRUSSES 0 24" O/C, ToNAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL (2) SIMPSON OTC CLIPS Wl SEE SCHEDULE (2) 3/16' X 1 3/4" FOR BOND BEAM REO CONCRETE SCREWS INTO GMU AT BLOCKING W/ 1/4" 8' CMU WALL MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. BLOCKING WALL BRACING AT NOW BEARING EXT. WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2.6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE XSRAC(NG IS PRESENT AT INTO LEDGER AND 10d 0; 3" O.C. e8 WOOD SCREWS 2.4 BLOCKING 0J EA BRACE. NOTE; 0) TOP OF FUR TRUSS BRACE W/ (3)12d 0) EA 4'-W O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2' LONG 0 3' O.C.; NI TOENAIL INTO TRUSS W! 4)16d STRUCTURAL SHEATHING TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS {� EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE � 48' O.C. w/ (5)12d 1' MIN. FROM 2ND. FIR. FLOOR DECK a-0" TO 3a-0" (1)'0(" BRACE NAILS 0j EA END LINE 2x6 CONT. W/ (8)16d NAILS 3a-1" TO 6a-0 (3) X' BRACE DBL 2X8 LEDGER TO CMU W/ 1PY' EXP. BOLT MI 8d RING SHANK NAILS 4" O.C. MAX 0 BT. OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1)'W' BRACE 0J CENTER K. CMU WALL AT 16' O.C. AND 6' FROM //"FLOOR INTO BLOCKING (BT. 2(61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND REINF PER PLAN END W/ MIN 5-1r" EMBED. 16d NAILS 0) 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-1a' HIGH 1X2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION DEC III �f4„ PER ELEVATION PER ELEVATION _Y �IIIIF�`" PLYWOOD SHEATHING, SEE z NAILWG PATTERN 'ROOFNJALLIFLOOR hU2 SHEATHING O FASTENER SCHEDULE" PER ELEVATION M �� PER ELEVATION PER ELEVATION SEE TVP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER to 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16tl ENGINEERED WOOD �1ro.c. FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. SIMPSON HETA-16 0S GALV. COMMON NAILS, TRUSSES 0i 24" OlC, REPAIR DETAIL IF EVERY TRUSS (VERIFY 1x2 SECURED WI 100 SUBMIT SHOP DRAWINGS iX2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 Wl TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL (VER FYW TRUSS SECTION DETAIL 17'O/C AND APPROVAL SECURED W/(2)12ds0 MASONRY BOND BEAM EACH TRUSS ��TO EXTERIOR WALL PLAN) P AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS sCALE: 3/4"=V-0" PRE-ENG FLOOR TRUSSES 7 SCALE: 3/4"=r-a' 6 W/ HIP RETURN PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0; 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELNATION FOR STRAPPING O VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/Z'HIGH W/1r"DIA ANCHOR BOLT W/2' A-SIMPSON MTS12 r5ff'G TH CLG. BOARD 4x4l4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ 114) 10d TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY6'MINGALV. NAILS. NAILS SLAB.SEE EMBED. AT 32' OCMAX. B-12) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO2x8 P.T. U<1420 LBSW/(14) 10d BELOW FOR PLATE W/ 12ds WO.C. MAX GALV. NAILS EA STRAP 16 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 1r"GVP. WL. SO. :0: AND TOP PLATE ANCHORS W/ 10d x 1 1(1" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10ds 0) EACH FILL ALL HOLES, DO NOT USE 10dx3' 1rk9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH POST CONNECTIONS TRUSS TO BE INSTALLED@ 1a-0" O.C. MAX. EPDXY 5-1/Z'EMBED. MIN. 016'TRUSS/WOOD SOaSS OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRUSS TDPOST CONNECTION SCALE: 3/4''=l%9' a o• A - SIMPSON MTS-12 U <990 UBS W/ (14)10d GALV. NAILS. • S B - SIMPSON HTS-20 U < 1310 LBS Wl (20)10d GALV. NAILS. C - 2_PLVSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS WI (16) lX'x7'SDS, (1) 5/8- A_T.R. TO HDU4 AND (10)1/4" X 21/7' SDS TO POST _� TRUSS CONNECTION @ L.B.W. POSTTO8UBCONNECTION .7Q .) SCALE: 31,V=, '{T A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 5/8 DIA x 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <UA565 Wl 5/8" AB. WITH MIN, T' EMBEDMENT TO SLAB 8 (26)16d x 2-lr" NAILS TO POST. A R C N I T R C T• 6 Groin 141 N. RONALD REAGAN 13LV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgWoup.eoIn AA M: 0003325 DRAFTING BY- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 sysDM & L.01" SILVERADO LOT# 1 BLK# 16 PROJECT# 03719.000-01161 'MODEL• 2795—CAMDEN GARAGE 8111II140: RIGHT PAGE: DETAILS 150 MPH D=' � 03/24/21 SCALE: 1/4"=1'-O" SI'IZET S3.1B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 1507STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1(32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE SO RING SHANK GUN NAILS G 4" O.C. EDGEWISE 2A BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM Sd RING SHANK 230 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS V O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: Sd NAILS G 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2A, 2r Sd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3T 8d NAILS G 4" O-C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS G 4" O.C. TOP & BOTTOM EDGES V . TYP. EXT. SHEATHING ATTACHMENT a Z, W zo oW Y® iU N Q z� RAFTER OR TRUSS—� ROOF SHEATHING —� Emmmm mmmmmm011 �� 11 Emm BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING a 16'O.C. IF NO DROPPED GABLE END, ATTACH 2K4 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ C#S 2' DECK SCREWS ® 6'-8" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS HIP ROOF a, A >� FASTENER SCHEDULE 1MNDOW AND DOOR BUCK FASTENERS FASTENER APPlIG110N 812E TYPE eEMMxe APRIDRII(x1 elg ePPGNp REMPRI(8 : PTFumaND rD MAsceavlwNe. cieE HxxDEra:onaL NwL11rrLaexi. roc oanAOE DOOR slat TO MAswmeoND ur IXA No wA4lae rAPwN 4A80NRY FAs1ENHt °"� 11rr E4eEd, a•onlxsr., 1121nc as 9DD, AL. FxT.wCiiB CiBE FMADEI�OdI I WINDDw'4)DOfMFPeTENED DARADE DDgi BtIG( �•�� 1CaC (°/CdA) rEM°ED.1"ENDgBT., NAR11?IANG. T STAOOF1iED I-- To- M1WA91�Ht IXPANSIDNBDLT b'OICIf?DWI SEDDE dBT. CASE N.HOErmcaL sac N1N]DV°DOOP/FABTQlED 4Eru siRAnro CONTACT THIS ENGINEER FOR SPACING Ix PT.9EESEEIEe NAIL1tn LORD. srAC�JERFD INro 4A�MrIJJNC MABOIJE'f 1Cd1C. REQUIREMENTS EM. SrA40 wd2 BUaf 9, Pr, BEE NOlE6 13)YtedA ND WASHER TAPODN' FABTNER 18"� tt?E4BE4rgU g8T..11/Y EDGE DRi. NDNBFNaNG WOOD WALLro CONIC SA9 1? ExPAN90N �•� rEMBFD.rEfO WI WABHEM BOLT q8T.. 3•®GE dBT. Pi TOT WINDOW MIG( 0.13°'PPFx3llB• p'QC A'END. a8T.,111Y 8TFEL Wl,Sff ,µWI cNER BTAGOBtED EDOE018T. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NON 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 e. WINDOW AND DOOR BUCKS SHALL BE AS NUDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33HC33M MAXIMUM AGGREGATE SIZE SHALLBE 3M. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND �- ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NRENTRANED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7A EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAFERED 3W. ALL VOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31B-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 11DO PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, TMS 402802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE -MIL CONTINUOUS POLYETHYLENE VAPOR BAFRER MEMBRAHJE MJM ALL SLPBSON6ROUND WHERE INDICATED ON POVIDEDRAWINGS.SEAMS ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONSPRESSURE LAPPED 61NCFES AND SEALED WITH ADHESNETAPE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347 LATEST W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDTION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING 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 #a. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND BEDUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD noecmwrreret 10 psf BTM CHORD+wecoewrrwd WELDED WIRE MESH: WELDED HARE MESH, SHALL BE ASTM AlM*A7054M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED T-W OC, EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A81 SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 47' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. PROVIDE 36" K 35" 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 ANSVASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 pef w/ ASPHALT SHINGLES) psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 BTM CHORD PST 5 p 5 BTM CHORD psf THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST NAND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf STAIRS UVE LOAD 40 psf Wes' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pcf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCOMES (EXTERIOR) 00 HOT 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: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER AND WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS ANDA FULLY DIMENSIONED ERECTION 4OPW 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" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALLSHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER- IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL MBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd. FOOTING TYPE "M" OR "$" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUFUNED 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 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDOR VERTICAL THE OWNER SHALL RETAIN THE SERMCES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL L SUBMIT PROPOSED MIX DESIGNS, MATH HISTORKAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE R ACBIENT. CONCRETE BULB SHALL NDT EXCEED 5' * PRIOR TO THE AMMON OF PLASTICIZER CONCRETE SMALL COMPLY MTN ALL THE REQUIREMENTS OF ACI 318AND ASTM C940 MOR AEASURNG, AWING. TRANSPORTING, ETC. CONCRETE TICKETS SMALL BE 71ME-STAMPED WIEN CONCRETE IS BATCHED. THE MAXIMUM THE ALLOWED FROM MIEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. F FOR ANY REASON THERE IS A DELAY IN SUCH TEAT A BATCH IS WELD FOR LONGER THAN 90 MNUTES, TIE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY TIE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. A 3• FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-171" FOR 05AN) SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3M FOR SLABS. WALLSAfD JOISTS 14rr FOR BEAM AND COLUA#N P14MARY RBNFOWEME/T, TIES STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL A N C N I T 1 C T t 6 Gro�u� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6079 FAX: 407-774-4078 wwINAbdesig poupcom AA R: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813888-2802 BUDDIV. ae LOT: SILVERADO LOT# 1 BLK# 16 PILOJECT# 03719.000-01161 MODEL.• 2795—CAMDEN GARAGE 811IMO: RIGHT PACE: DETAILS 150 MPH A B © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 0 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-Cw „. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEMIASONRY) MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED aD 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN @ -STAPLES INSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR -TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT 1D J-CHANNELQ 7D STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL DETAIL E J-CHANNEL TRUSSIFRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L'----*_ PAN14-� PAVE WIDTH (ROOF OVERHANG) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER EMB. WOOD BATTEN DETAIL B J-L;HANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Q MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO t WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETEICMU OR WOOD (NOTE 1) EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD AlUft (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL 'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL J, DETAIL C J-CHANNEL BY OTHER 2 1/4" VINSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEMIASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. p �:ifi>>sytf•• 3.519 .j >{ii• 375 .375 •ji .4 3.625 3.625 66 08 03& ii - 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A I C N I T I C T• 6 Groin i rva, IONGVV00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Wwormhrl JgVaUP.c AA#:0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 8138B6-2802 sUBD:v a= LJ07c SILVERADO LOT# 1 BLK# 16 PRoJZCrr 03719.000-01161 MODEic 2795—CAMDEN OARAGM sMrrc: RIGHT "§OFFIT DETAILS 150 MPH 14 'l Pe owoo C�—