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I - - I — I _ — — g — I _"" -L-1 J — ___L_ , I <br />PLAN TRUE <br />NORTH NORTH <br />N &Na <br />10 <br />FI <br />On <br />Al <br />A <br />00 <br />op <br />EO <br />�0 <br />0? <br />:;t <br />11 111 L 1 11 11, <br />(::3 <br />40'-0" <br />18'-1 4'-0" <br />3� <br />I 8F16-1B/17T <br />B/LINTEL EL. 108'-8" B/LINTEL EL. 108'-8" <br />00 <br />C0 <br />— ow <br />(6 _j <br />u_ <br />00 Z <br />TYP.@ co <br />DOOR 60 <br />—00 <br />F— <br />L <br />co <br />LU <br />-T (b_j I <br />Lu <br />M LMDJz <br />A <br />wi� r2 <br />S500 yp <br />.@ <br />OOR <br />8F16-1B/1T <br />BILINTEL L. 1(1'-8" <br />2 <br />��O�O OP 1.19 <br />0? 00 <br />00 0 <br />TYP. —00 F— 0 — <br />0 <br />DOOR _j I <br />UJI <br />Uji <br />CD _j <br />-_Uj_ — UJ <br />W <br />u_ F— <br />Uj <br />LL �_ � = — — — — — — — — = — 00 Z Z <br />Z <br />3' <br />�5O 0 <br />8F16-1B/1T <br />%8" <br />B/LINTEL EL. 1$ <br />!Ij <br />op <br />bo <br />C) <br />1:0 <br />UJI <br />M <br />UJ <br />U- <br />MZ <br />F��00 00 <br />(6 _j <br />— Ui <br />Z <br />_j <br />7 -1`0_ ` <br />FFF - �1B/ 1 T 8F FFF �-lBlT 18F16-113/1 -8,, <br />B/LINTEL EL. ll B/LINTEL EL. 10 '-8" B/LINTEL EL. 108'-8 B/L <br />it <br />it ------ 41, <br />R <br />2�Typ. @ <br />l �OO ��O�O OOR <br />18'-0" 4'-0" <br />40'-0" <br />2 rA <br />ROOF FRAMING PLAN- r <br />SCALE: 3/8" = l'-O" <br />00 <br />C9 <br />;t <br />OP <br />&D <br />Z <br />C9 <br />EO <br />0? <br />;;t <br />00 <br />A F-19 <br />v. <br />E <br />ROOF FRAMING LEGEND <br />SYMBOL <br />DESIGN DESCRIPTION <br />INDICATES TRUSS / JOIST / BEAM UPLIFT <br />CONNECTOR. SEE UPLIFT CONNECTOR SCHEDULE <br />ON THIS DWG. FOR INFO. <br />INDICATES COMPONENT & CLADDING WIND <br />PRESSURE. SEE WIND LOADING CRITERIA AT S001 <br />INDICATES PRECAST CONCRETE LINTEL. SEE <br />MASONRY PLAN FOR MORE INFO. <br />ROOF FRAMING NOTES <br />1 . <br />SEE SHEETS S001 FOR GENERAL STRUCTURAL NOTES. <br />2. <br />THE FRAMING PLAN SHOWN INDICATES THE"TRUSS SYSTEM" <br />AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER <br />(DESIGN PROFESSIONAL OF RECORD). THE PRE-ENGINEERED <br />TRUSS DESIGNER (DELEGATED ENGINEER) HAS FINAL <br />RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS DESIGN AND <br />PREPARATION OF TRUSS PROFILES. THE TRUSS DESIGNER <br />(DELEGATED ENGINEER) SHALL SUBMIT A FINAL SET OF SIGNED <br />AND SEALED ENGINEERED TRUSS DRAWINGS TO THE DESIGN <br />PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO <br />FABRICATION. <br />3. <br />THE PRE-ENGINEERED ROOF TRUSS DESIGNER SHALL BE <br />RESPONSIBLE FOR DESIGNING AND DETAILING ALL TEMPORARY <br />AND PERMANENT BRACING, BRIDGING, ERECTION <br />REQUIREMENTS, ETC. HOWEVER, SEE STRUCTURAL NOTES & <br />DETAILS FOR MINIMUM TRUSS BRIDGING AND BRACING <br />REQUIREMENTS. <br />4. <br />IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS <br />MANUFACTURER'S LAYOUT IMMEDIATELY STOP CONSTRUCTION <br />AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT <br />OF ANY TRUSS. <br />5. <br />SEE THIS DRAWING FOR ROOF SHEATHING SPEC'S. <br />6. <br />SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE AND ROOF <br />DRAINAGE PLAN. G.C. SHALL ENSURE THAT THERE ARE NO <br />LOW AREAS OR LOCAL DEPRESSIONS IN THE ROOF THAT <br />COULD CAUSE RAIN WATER PONDING. IMMEDIATELY NOTIFY <br />E.O.R. OF ANY AREAS THAT COULD RESULT IN RAIN WATER <br />PONDING. <br />7. <br />G.C. TO COORDINATE SIZE, WEIGHT, LOCATION, AND ROOF <br />PENETRATION REQUIREMENTS FOR ALL ROOFTOP EQUIPMENT <br />WITH MECHANICAL DRAWINGS AND PRE-ENGINEERED TRUSS <br />MANUFACTURER DRAWINGS. <br />PLAN KEY NOTES <br />IE PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO <br />EXTEND WALL REINF. THROUGH AS REQUIRED. (DO NOT <br />CUT STEEL IN PRECAST) <br />CONTRACTOR/ SUB -CONTRACTOR NOTE: <br />ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES <br />SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN <br />D PROFESSIONAL FOR CLARIFICATION PRIOR TO <br />D COMMENCEMENT OF CONSTRUCTION. <br />[0_� <br />01 <br />W <br />TRUSS LAYOUT IS PRELIMINARY LAYOUT BY E.O.R. <br />PLEASE SUBMIT FINAL TRUSS LAYOUT & TRUSS <br />PROFILES TO E.O.R. FOR REVIEW& COORDINATION <br />W1 THESE DRAWINGS. PLEASE NOTE FRAMING <br />LOCATION & SIZES, CONNECTORS, ETC. MAY <br />CHANGE AS A RESULT OF FINAL TRUSS DESIGN. <br />UPLIFT CONNECTOR SCHEDULE <br />MARK <br />TYPE <br />CONNECTOR & FASTENERS <br />FRAMETO <br />HETA16W/(9)10Il <br />0 <br />MASONRY <br />OPTIONAL: HETA20 W/ (9)1 Od x <br />FRAME To <br />H 1 OA wl(l 8) 1 Od x 1 1/2" <br />MASONRY <br />H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES <br />BEAM TO <br />(2)HETA16 OPT (2) HETA20 1 PLY w/(10)10d NAILS <br />MASONRY <br />x %" OR 2 PLY w/(1 2)16d NAILS <br />I <br />GENERAL CONNECTOR NOTES: <br />1 . SIMPSON CONNECTORS ARE SHOWN. EQUIVALENT USP <br />CONNECTORS ARE AN APPROVED ALTERNATE. NO OTHER <br />SUBSTITUTIONS ARE ALLOWED WITHOUT WRITTEN CONSENT OF <br />2. ALL CONN ECTORS SHALL BE INSTALLED ACCORDING TO THE <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS. <br />3. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED AND <br />PROVIDED BY TRUSS MANUFACTURER UNLESS NOTED IN THESE <br />DRAWINGS. <br />4. MINIMUM (D CONNECTOR FOR ALL ROOF / FLOOR TRUSSES TO <br />MASONRY WALLS/ LINTELS/ CONCRETE OR 1CF WALLS U.N.O. ON <br />PLAN. <br />5. MINIMUM 0 CONNECTOR FOR ALL HIP JACK (CORNER JACK) TO <br />MASONRY WALLS / LINTELS / CONCRETE OR ICF WALLS. <br />6. MINIMUM 0 CONNECTOR FOR ALL CONTINUOUS GABLE FLOOR <br />TRUSSES / RIM BOARDS / BEAMS TO TOP OF MASONRY AT 24" O.0 <br />MAX. W/ (2) AT EACH CORNER. G.C. TO VERIFY CONNECTOR <br />LOCATION DOES NOT CONFLICT W/ FLOOR FRAMING. <br />7. MINIMAL (DCONNECTOR ON FRAMING PLAN FOR ALL TRUSSES TO <br />INTERIOR/EXTERIOR BEARING WOOD WALLS AND/CIR BEAMS U.N.O. <br />ROOF TRUSS DESIGN LOADS <br />LIVE LOAD <br />DEAD LOAD <br />TOP CHORD <br />20 PSF <br />10 PSF <br />BOTTOM CHORD <br />0 PSF <br />10 PSF <br />NOTES: <br />1. ENVIRONMENTAL LOADING, INCLUDING BUT NOT LIMITED TO <br />WIND LOADING, SEISMIC LOADING, RAIN LOADING, ETC. SHALL <br />BE THE RESPONSIBILITY OF THE TRUSS DESIGNER. <br />2. SEE PLAN FOR CONCENTRATED LOADS. <br />'1 11 1 __ jj2l "'I III, IN, I I I p I frill <br />L0 <br />Z co <br />0 <br />Z <br />Z <br />< <br />_j <br />LU <br />Z <br />U) <br />V� <br />uVjl�� W <br />ro 0 <br />w <br />00 <br />V) C14 <br />Iry <br />W <br />C Lr) <br />M r- Cl) <br />E _j C,4 M <br />0 = Ce) 1:1) <br />l Cc _j <br />OD <br />-6 OR <br />0 C I- <br />< 0 Co <br />L0 <br />C,4 <br />A <br />I <br />N C V F, 1� <br />B <br />D. <br />THIS DOCUMENT Al THE DESIGN CONCEPTS <br />EXPRESSED HEREIN ARE THE PROPERTY OF <br />KEESEE ASSOCIATES AND ALL RIGHTS OF <br />OWNERSHIP, INCLUDING COPYRIGHT OF <br />INTELLECTUAL PROPERTY, ARE RESERVED. THE <br />REPRODUCTIONS, COPYING, OR USE OF THIS <br />DOCUMENT Al THE DESIGN CONCEPT <br />WITHOUT THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONALLAW. <br />F Z FD8' <br />0 ENOINNEFlIll ABDOCIATES <br />258 Southhall Lane, Suite 200 <br />Maitland, FL 32751 <br />0: 321-972-0491 F: 407-880-2304 <br />Certificate Of Authorization No. 9161 <br />0 CARL A. BROWN, PE - FIL # 56126 <br />El LUIS PABLO TORRES, PE - FL #87864 <br />[I SCO17 A LEWKOWSKI, PE - FL #78750 <br />TO THE BEST OF THE EN13 11 8KIIEl N!�A <br />P I I", T% <br />AND B 'LEF,T.E.TRU, LIAA <br />CONTAINED WITHIN THE*bRA <br />FLORIDA BUILD14(540DE-III16SIDENTAIL 7TH ED I <br />ENCANEER'SKNATURE AND SE,0*60111-TF09 THE <br />STRUCTURAL El ASPAGES <br />.g.0RTQAS 0 <br />BEARII`��16N(�� Sp&F .59 <br />r <br />, <br />-46 <br />j <br />_7� <br />...... 4.1 <br />S I D <br />"Ito <br />DATE: January 27, 2022 <br />IF SEAL AND SIGNATURE ARE NOT BLUE OR CAN NOT BE <br />SMUDGED CONTACT THEE OR FOR AUTHORIZATION <br />Uj <br />0 <br />LLJ Z < <br />0 0 <br />j <br />> <br />w <br />0 <br />00 <br />REV. REV. REV. <br />NO. DESC. DATE <br />REVISIONS <br />Project Number: 21-7431 <br />Date: <br />Issue Date: 01/26/22 <br />Reviewed By: SL <br />Drawn By: CM <br />Scale: As indicated <br />Sheet Name: <br />ROOF FRAMING <br />PLAN, NOTES & <br />SCHEDULE <br />Sheet No. <br />S200 <br />