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Home My WebLink AboutLAWN CHAIR PROPERTIES, LLC Reroof of Pre-Engineered Metal Building - Richard K. Davis Construction CorpREPLACE SAVE STRUTS THESE BAYS WITH 8" 14-GAGE EAVE STUTS BOLTED TO EXISTING FRAMES W/ TWO (2) 1/2" BOLTS (ONE BOLT EITHER END) REPLACE EAVE STRUT THIS BAY WITH 8" 14-GAGE EAVE STRUT BOLTED TO EXISTING FRAMES W/ TWO (2) 1/2" BOLTS (ONE BOLT EITHER END) -�-- L-- -�-- -�-- L-- I I I �-- -�-- I �-- .�-- — ----- I----- -----I----- --- ------1------ ---�-------- -- I---- —--I---- I_ ---- '--- ----I— %--- II ----I---- ----I----- ----I--- ----I----- ------� ------� ----I---- I-- I---- ----I I ---- I— --I----- T----- -----�----- I I— --—I---- -----I I I --�--- I I---- ----- I---- --- —� ----�- ----1 --I---- ----I----- -----I----- I � I ----I---- I ----I----- I I I — I I T----- ----- �----- -----1___-- li i — — — — — = — _—__— -- ---�— � I _ _ _ I _____ — — — — — — -----�----- i I -- ----�---- I I I----- ----- i----- --I___-- I-- — I_ --- --- I ---- ----I---- ----I----- ----I----- -- _____1 —� -----}- I — — — — —� y - — — — I ----- I----- -----I___-- __ — — — — — — — — — — — ---_I__-- I ---_I__-- I -- ----I___—. ----I___-- — — I — -----' -- I HI ( H STRENGTH FfBERGLASS PICAL OF 14�j FLPRODUC — -___FL=�3LR-� ____I—_-- IGHT AP PANEL ROVAL — — — — I---- —'— — — — — I - —____—+ -- T -- -----I---- _____I — — — — I----- ----I___-- — ____—� ---_I__-- NORTH LEFT HAND GUTTER OR EAVE FASTENER _D, � REPLACE EAVE STRUTS THESE BAYS WITH 8" 14-GAGE EAVE STUTS BOLTED TO EXISTING FRAMES W/ TWO (2) 1/2° BOLTS (ONE BOLT EITHER END) R00� SRAM NG O�Af� EL RIGHT HAND PANEL STARTING ENDWALL DOWNSPOUT LOCATIONS FOR PROPER END LAPPING OF PANEL 7HE PANELS ARE LAID, ONE ROW AT A TIME INCLUDING THE RIDGE CAP, COMPLETELY ACROSS THE BLDG. WIDTH. n 6" G :� ERA RIDGE PANEL FOR UNPUNCHED PANELS a" '" 5 ,o �, c ��o-. rvC z 0 o � HERS � w FASTS p INTERMEDIATE � � SIDE O O �.� J FASTENERS 00 R N F O" 0•�� SPLICE E�TION � 2 / PANEL 5 C SPLICE FASTENERS . 6 -� �9L\� F STF�F T�GT RIDGE FASTENERS PANEL TO PANEL FASTENER 3'-0" PANEL MODULE _C SEALANT GROOVE SECTION A -A SIDELAP ATTACHMENT 26 GAGE MBCI PBR ROOF PANEL FLORIDA PRODUCT APPROVAL FL11868.1 CORR. C CORR. v \cs�— VI 5 B INSTALLATION NOTES: <� ti'B SAVE PANEL 1. PANELS ARE INSTALLED WITH SEALANT GROOVE FORWARD TOWARD THE DIRECTION OF ERECTION, WITH THE SEALANT GROOVE CONTINUOUS FRAM SAVE TO SAVE. sEALaNT GRoovE 2. LOOKING AT STARTING ENDWALL FROM OUTSIDE OF BUILDING THIS MAKES LEFT HAND PANELS ON LEFT SIDE OF BUILDING AND RIGHT HAND PANELS ON END OF �I PURLIN BLDG � LASTI C CORR. BUILDING CODES APPLIED: THIS METAL ROOFING REPLACEMENT IS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE 6th EDITION, CATEGORY II, EXPOSURE C, 159 MPH ULTIMATE WIND SPEED, ENCLOSED BUILDING AND 20 LB/SF LIVE LOAD. NORTH REPLACE EAVE STRUT THIS BAY WITH 8" 14-GAGE EAVE STRUT BOLTED TO EXISTING FRAMES W/ TWO (2) 1/2" BOLTS (ONE BOLT EITHER END PLOT PLAN NTS FASTENER SCHEDULE LOCATION PART N0. DESCRIPTION PANEL TO STRUCTURAL #3 12-14 X 1 1/4" SELF DRILLER PANEL TO PANEL 4 1/4-14 X 7/8"SELF DRILLER - IMPORTANT - SIDELAP FASTENER LOCATIONS• IT IS EXTREMELY IMPORTANT TO FIELD LOCATE 51DELAP FASTENERS STARTING AT THE LOW END OF PBR ROOF PANELS AS FOLLOWS, OTHERWISE IT COULD CREATE A FASTENER SHORTAGE. SAVE PANEL WITH GUTTER OR EAVE TRIM: START SIDELAP FASTENERS 1'-0" ABOVE GUTTER OR EAVE TRIM ATTACHMENT HOLES. EAVE PANEL WITH UNTRIMMED EAVE: UNPUNCHED PANELS: START SIDELAP FASTENERS 1" FROM LOW END OF EAVE PANEL. IMPORTANT: CENTERLINE OF PANEL CORRUGATION MUST ALIGN WITH STRUCTURAL LINE AT BOTH ENDS OF THE BLDG. SPLICE PANEL: START SIDELAP FASTENERS 1'-0" ABOVE SPLICE FASTENERS. RIDGE PANEL: INSTALL ONE SIDELAP FASTENER 6" ABOVE SPLICE FASTENERS. O .REVISIONS BY �Q �o o�� Qoo � U 00 O a. w � U O U w O J d if] 07 'Z�� O�X ti U I m ��w � d' U N I Z cD O O in ^ U Z z�m wed � J H _ > N � (� U J I �w � W U U J�-� J.. W ._ _ _. _ __ _ _ __, m.F -._._. _ J =d N � Wm� Q ��o � a ,� rn N O � Z N �� W a cs w .`,� a � J - W . 3 a WIND LOADS - MAIN ROOF 26 GAGE MBCI PBR ROOF PANEL OVER PURLINS FLORIDA PRODUCT APPROVAL F11868.1 COMPONENTS & CLADDING RooF ZONE (51<10o EFFECTIVE AREA) ALLOWABLE UNIFORM LOAD (PSF) 1 2 3 SPAN = 3'-0" SPAN = 4'-0" SPAN = 5'-O" PRESSURE (PSF) 11.0 11.0 11.0 115.5 81.8 53.6 SUCTION (PSF) -31.0 -36.0 -36.0 -130.7 -76.7 -50.1 Q __._o L� Uz � O JD ��L� � WU Qm �� Z U �� z= — Q Q� OQ U� m�W �p U zo _Ioc� � o Q-�- w Q� I—�� -I''? W O LL DRAP N CHECKED PW DATE 12 16 20 JOB N0. SHEET A-1 OF ONE